Relevant bibliographies by topics / WALL STRUCTURAL SYSTÉM

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'WALL STRUCTURAL SYSTÉM'

Author: Grafiati
Published: 4 June 2021
Last updated: 4 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'WALL STRUCTURAL SYSTÉM.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "WALL STRUCTURAL SYSTÉM"

1

Lee, Kang Min, Keun Yeong Oh, Rui Li, Liu Yi Chen, and Woo Seok Kim. "The Analytical Study for Seismic Performance of Coupled Steel Plate Shear Wall." Advanced Materials Research 831 (December 2013): 149–52. http://dx.doi.org/10.4028/www.scientific.net/amr.831.149.

Full text
Abstract:
In the last several decades, coupled shear wall have become recognized as efficient lateral load resisting systems for high-rise structures, increasingly. Coupled shear walls give considerable lateral stiffness and strength as well as providing an architecturally practical structural system. In this paper, in order to observe seismic performance of coupled steel plate shear wall, models of previous study was verified, and coupled shear wall with steel plate was carried out with various parametric analysis. Parametric analysis was performed with various width of bay. As a result, model that aspect ratio of steel plate was close to 1 was the most structurally safe.
APA, Harvard, Vancouver, ISO, and other styles
2

Bai, Li, Yi Ran Zhang, and Jia Rui Chu. "Energy Conservation Analysis on Self-Thermal Insulation Walls Structural System in Cold Areas." Advanced Materials Research 608-609 (December 2012): 1778–82. http://dx.doi.org/10.4028/www.scientific.net/amr.608-609.1778.

Full text
Abstract:
Analysis of Chinese current development status of wall insulation technology, aim at the importance of building energy conservation in cold areas. Point out that developing energy-saving building wall is the key to development of building energy saving. In this paper, put a kind of an advanced self-thermal insulation walls as an example in Changchun area. Adopt Tsinghua university’s building thermal environmental simulation software DeST-c. Modeling analysis of building’s heating air conditioner operation consumption in the whole year under three different kinds of walls. Through the comparison we know that the structure adopting new self-thermal insulation wall has the most remarkable energy saving effect.
APA, Harvard, Vancouver, ISO, and other styles
3

Yee, Hooi Min, and Siti Isma Hani Ismail. "An Investigation on Bending Capacity of Support Stiffness Wall-Slab Structural System by Using Single Layer and Double Layer of Rebar for Residential Project." Advanced Materials Research 446-449 (January 2012): 3670–73. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3670.

Full text
Abstract:
Wall-slab structural system is a system suitable for use in the field of high-rise building where the main load resisting system is in the form rigidly connected wall slab member. Concrete vertical walls may serve both architecturally partitions and structurally to carry gravity and lateral loading. Moment transfer of joint is an important aspect for proper structurally functioning of wall-slab system. Hence, the main aim of this study is to investigate experimentally the effect of reinforcement details in the wall on bending capacity for support stiffness in wall-slab system for residential project in Malaysia. A total of six wall specimens were tested based on the specification given by the project contractor. Three of this specimens consisted single layer of rebar while another three specimen consisted of double layer of rebar. The size of the wall-slab’s specimens is 1000mm in length (L), 1080mm in width (W), 1000mm in height (H) and 80mm in thickness (T). The average concrete strength was 23.49MPa with Grade 30N/mm2 and the average yield strength of R5 bar was 817MPa. The predicted bending capacity at failure is in the range from 5.36kNm to 7.12kNm, depending on actual concrete cover. The bending capacity at failure for single layered of rebar in wall for specimen 1, 2 and 3 were found to be 3.59kNm, 3.81kNm and 3.15kNm, respectively. The bending capacity at failure for double layered of rebar in wall for specimen 1, 2 and 3 were 5.50kNm, 6.31kNm and 7.00kNm, respectively. The average percentage difference in stiffness of double layered of rebar in wall based on load-deflection curve obtained is in the range from 116.17% to 289.88% higher than single layered of rebar in wall. Based on the experimental results, specimens consisted of double layered of rebar in wall is found to provide higher bending capacity to the joint of wall-slab structural system in the range from 56.25% to 98.86% compared with single layered of rebar in wall.
APA, Harvard, Vancouver, ISO, and other styles
4

Kui, Dai. "Research of Short-Leg Shear Wall Structure System Function in Multiple Coupled Field." Advanced Materials Research 594-597 (November 2012): 2464–69. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.2464.

Full text
Abstract:
Calculation of Short-leg shear walls structural system is a multi-field coupling problem. Through the research and application of short-leg shear wall structure calculation theory, based on the national codes,the short-leg shear wall design principles are established.It is discussed for the reason of the world's first short-leg shear wall structure design formation and development research. According to short-leg shear wall force characteristics, horizonal displacement is divided into destructive story drift and harmless story drift, the formula for calculating the destructive story drift is obtained, using destructive story drift angle parameters and the change of main section height to control the deformation, to control structural rigidity to ensure the structural design rational purpose.
APA, Harvard, Vancouver, ISO, and other styles
5

Aliaari, Mohammad, and Ali M. Memari. "Development of a Seismic Design Approach for Infill Walls Equipped with Structural Fuse." Open Civil Engineering Journal 6, no. 1 (December 28, 2012): 249–63. http://dx.doi.org/10.2174/1874149501206010249.

Full text
Abstract:
Presented herein is a seismic design approach developed for a proposed infill wall “structural fuse” system for use in building frames. The purpose of this system is to prevent damage to frame or infill walls due to infill wall-frame in-teraction during potentially damaging earthquakes by isolating them through a “sacrificial” component or a structural fuse. The design approach includes a procedure for design and application of the fuse system in a multi-bay, multi-story build-ing with moment resisting frames. The empirical equation developed to predict the in-plane strength of masonry infill walls equipped with structural fuse is discussed. A calculation method is suggested to specify an appropriate fuse element capacity arrangement in a building frame in order to achieve desirable and controlled structural performance. The design procedure is shown through application to two buildings used for example, a low-rise (4-story) and a mid-rise (8-story) building. The result of the study demonstrates that the proposed isolation system has merits and can potentially improve the seismic performance of masonry infill walls by protecting the infill wall and the frame from damages due to their in-teraction.
APA, Harvard, Vancouver, ISO, and other styles
6

Chen, Liang, and Zhong Fan Chen. "Experimental Study on Seismic Behavior of Meshwork Cold-Formed Thin-Wall Steel RC Shear Wall." Advanced Materials Research 368-373 (October 2011): 1943–48. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1943.

Full text
Abstract:
CTSRC structure is a new composite structural system for residential buildings and it consists of walls and floors which are made of the prefabricated steel skeleton and the infill of concrete. Four pieces of CTSRC shear wall specimens and one piece of RC shear wall specimen are tested under low cyclic lateral loads to study the final failure modes and analyze its structural seismic performance. It shows that the CTSRC shear wall structure possess adequate bearing capacity, fine seismic performance and ductility. CTSRC shear walls are better than RC shear walls in the seismic behavior, and it could replace traditional shear walls structure applying to practical engineering. Inserting ring used for connecting profile steel can transfer stress well and it is recognized as a reasonable construction measure.
APA, Harvard, Vancouver, ISO, and other styles
7

Nurchasanah, Yenny, Muhammad Ujianto, and Abdul Rochman. "Diagonal reinforcement as strengthening to increase the stiffness and strength of concrete frame." MATEC Web of Conferences 195 (2018): 02033. http://dx.doi.org/10.1051/matecconf/201819502033.

Full text
Abstract:
Two test objects of concrete frame behavior against lateral loading were performed by applying structural analysis with the wall as diagonal reinforcement in modeling. The results of the structural analysis indicated that concrete frames with walls have better performance than concrete frames without walls. Twelve objects consisting of the frame without the wall, frame with the wall, and frames with a group of steel and bamboo as diagonal reinforcement at brick walls and concrete panel walls were tested at the laboratory with monotonic lateral forces that work parallel to the wall as the illustration of earthquake loads. The diagonal reinforcement elements can spread the force received by the wall and increase the strength of the wall as well as enhance the stiffness of the structural system at once. Bracing contributes to increasing the strength, especially in resisting the compressive forces due to the earthquake loads. Deformation occurs in the opposite direction between compression path and tension path at the diagonal area. The failure in the concrete frame can be caused by the in-plane force parallel to the wall. Bamboo is quite effective to be used as a substitute for steel reinforcement as bracing material despite its shortage of steel quality.
APA, Harvard, Vancouver, ISO, and other styles
8

Osman, S. A., Zawawi Samba Mohamed, A. R. Sulaiman, and M. Fikri Ismail. "Experimental Analysis of Interlocking Load Bearing Wall Brickool System." Key Engineering Materials 594-595 (December 2013): 439–43. http://dx.doi.org/10.4028/www.scientific.net/kem.594-595.439.

Full text
Abstract:
This paper presents the results of investigation on structural behavior of the load bearing walls of interlocking bricks system called Brickcool. The model of Brickcool load bearing walls with and without reinforcement were tested in the laboratory until they failed. Both models were prepared with the same dimension of 1.3 m height, 1.0 m wide and 125 mm width. The influence of reinforcement on the deflection and strain of the load bearing walls were examined. Physical and mechanical tests of the individual brick were also been carried out. Results of this study proved that the model of load bearing wall with reinforcement have higher failure load with lower displacement at the top of the wall. The presence of reinforcement in strengthening the wall panel also increase the compression and tension strain compared to the wall panel without reinforcement. The physical and mechanical test results also found that the bricks have satisfied the minimum requirement values set by the British and American Standards.
APA, Harvard, Vancouver, ISO, and other styles
9

Hanson, Robert D. "Evaluation of Reinforced Concrete Members Damaged by Earthquakes." Earthquake Spectra 12, no. 3 (August 1996): 457–78. http://dx.doi.org/10.1193/1.1585893.

Full text
Abstract:
A number of building authorities have included or are proposing to include loss in lateral capacity of the structural system caused by earthquake damage as a basis for requiring specific degrees of seismic repair and upgrades of the damaged members or of the entire structural system. Attempts have been made to apply this criteria through the size of cracks in reinforced concrete walls. This paper reviews experimental results which demonstrate that size of wall crack is not directly related to a reduction in wall capacity. The effectiveness of various wall crack repair techniques on restoring wall characteristics is discussed.
APA, Harvard, Vancouver, ISO, and other styles
10

SEGURA-CASTILLO, Luis, Antonio AGUADO, Albert DE LA FUENTE ANTEQUERA, and Alejandro JOSA. "BI-LAYER DIAPHRAGM WALLS: STRUCTURAL AND SECTIONAL ANALYSIS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 5 (September 4, 2015): 645–54. http://dx.doi.org/10.3846/13923730.2014.914085.

Full text
Abstract:
The bi-layer diaphragm wall, a new slurry wall type designed to cope with the problem of watertightness is studied in this paper. These walls consist of two bonded concrete layers, the first, a conventional Reinforced Concrete (RC) diaphragm wall, and the second, a Sprayed Steel Fibre Reinforced Concrete (SFRC). The main objective of this paper is to analyze the structural and sectional behaviour of these walls. A study in the form of an uncoupled structural-section analysis based on various hypothetical cases of bi-layer diaphragm walls was performed to fulfil the objective. It is concluded that there exists a potential of reduction in the reinforcement of the RC layer through the structural use of the SFRC layer. However, when the reduction is quantified, even though a reduction of between 3.2% and 1.7% in the RC reinforcement is confirmed, it appears insufficient to offer a cost-effective solution. Nonetheless, the system becomes a promising solution when particular conditions are taken into account, such as basement space limitations.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "WALL STRUCTURAL SYSTÉM"

1

Piskláková, Petra. "Požární stanice typu C1 ve Valašském Meziříčí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372150.

Full text
Abstract:
The diploma thesis deals with project documentation for the realization of a new fire station class C1 in Valašské Meziříčí. The building is is designet in two operating units - the garage part and the administrative part. The garage part has the necessary technical facilities and stockrooms. Over the garage there are rooms for firefighters performing the service during the night shift. The garage part follows the administrative part of the building, which has three above-ground floors. On the first floor there are offices of fire prevention, population protection and crisis management. On the second floor there are facilities for firefighters - a gym, a sauna, a day room and a classroom. The third above-ground floor is designed for the head of the territorial department, the chief of the fire station and the integrated rescue system office. The main entrance to the building is located in the administrative part of the western side at level 1NP. The structural system of the garage part consists of a prefabricated reinforced concrete frame. The administrative part is built in mansory system. The building is without cellar, roofed with flat roofs.
APA, Harvard, Vancouver, ISO, and other styles
2

Rolinc, Martin. "Sportovní centrum Všechovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392051.

Full text
Abstract:
This diploma thesis deals with the design of a new sports center, which is situated in the cadastral unit of the village Všechovice 787086 (district of Přerov), on the plot number 163/1. The land is a planar character. It is a three floor building with two above-ground and partial basement. The construction is a square ground plan. The building is based on the strips foundation and foundation pads. The wall structural system consists of sandstone km beta sendwix blocks. The frame structural system is made up of reinforced concrete columns and beams, with the brickwork made of ytong classics. The external walls are insulated with a mineral wool insulation etics contact system. Ceiling structures are made of reinforced concrete slabs and wooden ceiling beams. The building is roofed with 3% flat roofs and part of the multipurpose hall is roofed with a curved, rolled roof. The diploma thesis is performed as a design documentation for the building process.
APA, Harvard, Vancouver, ISO, and other styles
3

Kudělková, Marie. "Knihovna s galerií." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391987.

Full text
Abstract:
The aim of the project was to design a library with a gallery in the cadastral area of Nový Jičín – Horní předměstí of Bohuslava Martinů street. The main idea was to create a comfortable backdrop for students as well as the possibility of cultural education in the form of various exhibitions. The plan will be implemented according to the investor's requirements and will be in line with the land-use plan. This is a basement new building of the library with 2 above-ground floors. This large new building is in the shape of an irregular U. The building is based on a base plate. A combined wall and column construction system is used. The object is designed with a rasterized front lightweight perimeter casing with a front web-shaped facade
APA, Harvard, Vancouver, ISO, and other styles
4

Tomíček, Dominik. "Zdravotní středisko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372191.

Full text
Abstract:
In my diploma thesis I drafted a layout of a medical facility of emergency care in the town Kravaře. I focus on a choice of an appropriate structural design and processing of the design documentation for the construction in accordance with the laws, bylaws and the technical standard. The building is a standalone three stories building without cellar and with a flat roof. There are 16 medical units, a pharmacy and an optician. The construction is based on reinforced concrete foundation slab and walled with sand-lime blocks. The ceiling is constructed from cast-in-place reinforced slab. The façade is made of combination of ventilated façade with fibre-cement board paneling, insulation system and a glazed area with sunscreen. The construction is roofed with a warm flat roof. The openings in the external walls are designed as aluminum infills.
APA, Harvard, Vancouver, ISO, and other styles
5

Hošková, Monika. "Krematorium se smuteční síní." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392257.

Full text
Abstract:
The aim of the diploma’s work is composition of project documentation for the construction building of crematorium with funeral atrium. Object is situated on the cadastral area Ráj in town Karviná, number of builing plot is 524/1. Building plot is located in close proximity of central cemetery. Building is on the area Z108 (OH). According to local plan, area Z108 (OH) is area of civil equipment – public burial ground. In the building will take place funeral ceremony, cremation of the deceased. There is designed administrative spaces and space for employees of crematorium. Object is designed with partial basement building. In underground floor there is situated only spaces for technology, technical room and store. In the first above-ground floor there is funeral atrium with facility, administrative part, cremaction part with facility. In the second underground floor there is only balcony, where is placed organ. Construction system of object is wall system. External walls in basement are composed like cast-in-place structure of reinforced concrete with thermal insulation. External walls in the first above-ground floor are composed of vertically performe clay blocks. Funeral atrium have external walls from reinforced concrete with thermal insulation. Fasade of atrium is ventilated with granit cladding. There is designed flat roof under the first underground floor. Screed to fall is from thermal insulation. Roof is weighted by aggregate. Hydro isolation is composed from asphalt belts. Under funeral atrium there is flat roof too, but sreed to fall is composed of ceiling construction. Strip foundations is projected from concrete. Floors construction are designed as floatting floor. Stairs are composed as cast-in-place structure of renforced concrete.
APA, Harvard, Vancouver, ISO, and other styles
6

Brož, Matěj. "Požární stanice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265667.

Full text
Abstract:
The aim of my diploma thesis is a design of fire station. The object is designed to be fire station type C and it is for fire brigade. The object is designed in Czech Budweis. The building has two above ground floor. The structural system of building is wall system and reinfroced concrete frame. The roof is warm flat roof. The facade is ventilated with cladding and sandwich facade panel. Drawing part processed in a computer program ArchiCAD.
APA, Harvard, Vancouver, ISO, and other styles
7

Filipčík, Martin. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409991.

Full text
Abstract:
The aim of the diploma thesis is composition of project documentation for construction of multifunctional building. Object is situated on the cadastral area of Třebíč in the location Na kopcích on the eastern part of city. Terain is slightly sloping. In the multifunctional bulding there are four above-ground floor and one below-ground floor. In the below-ground floor there are situated technical and storage spaces. In the first below-ground floor there are two entrances, the first one for administrative part and second one for residential part. The first and second above-ground floor is used for administrative purposes. The third and fourth above-ground floor is used for living in flats. Above part of the third above-ground floor there is roof made of extensive green roof and above the fourth above-ground floor there is roof made of a flat roof with a classical order of layers with waterproofing layer made of PCV-P. There is a lift in the part of object with flats. The vertical construction system of the building is wall-mounted, supplemented with girders and columns. The ceiling structures are made of reinforced concrete monolithic slabs. The staircase is monolithic reinforced concrete.
APA, Harvard, Vancouver, ISO, and other styles
8

Drtil, Jiří. "Sportovní centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409985.

Full text
Abstract:
THE DIPLOMA THESIS IS A PROJECT OF A NEW SPORTS CENTER IN PROSTĚJOV. THE BUILDING IS DETERMINED FOR RECREATION AND SPORT AND IT IS SET IN STRAIGHT PARCEL. IT'S DESIGN IN A TWO-STOREY WITH NO BASEMENT. THE BUILDING IS DESIGNED FROM THE SYSTEM POROTHERM. THE FRAME STRUCTURAL SYSTEM IS MADE UP OF REINFORCED CONCRETE COLUMNS AND BEAMS. THE CEILING STRUCTURE IS MADE OF REINFORCED CONCRETE CEILING. FLOOR PLAN IS RUGGED. ROOF STRUCTURE IS DESIGNED AS A GREEN FLAT ROOF AND PART OF THE MULTIPURRPOSE HALL IS ROOFED WITH THE ROOF MADE BY GLUED TIMBER TRUSSES. THE BUILDING IS BASED ON THE STRIPS FOUNDATION AND FOUNDATION PADS.
APA, Harvard, Vancouver, ISO, and other styles
9

Boreš, Jiří. "Knihovnické informační centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227795.

Full text
Abstract:
Thesis "Library Information Centre" is processed in the form of detailed project documentation containing all requirements in accordance with applicable standards and regulations. The proposed building is designed as a four-storey building shape of a rounded rectangular triangle with dimensions of 33.5 x 33.5 m, which is a full basement. The building is used for administration, services and information centers. In 1PP is located technical facilities, warehouses and supply. On the 1st floor there is space for services and administration. In the 2nd floor-3rd floor spaces are located Information Center. In the last nadzemím floor space technical background. The building is based on a baseplate. Used a support system is a combined structural system of walls and columns. The building is designed with an offset raster light curtain wall system complete with sun protection. The object is implemented to suit the requirements of the wheelchair. For the object will be set up areas for landscaping and furniture for visitors to the building. On the southwest side of the parking lot will be built with 39 stalls including 5 places for the disabled with a reduced pavement. In the Northeast will be built with 44 parking spaces for cars.
APA, Harvard, Vancouver, ISO, and other styles
10

Vlado, Roman. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240272.

Full text
Abstract:
Annotation The aim of the thesis is new-building design of mixed-use building in cadastral of community Nové Mesto nad Váhom. Building is situated at free estate in the marginal of community. Building estate must have new feeder road built. In front of building will be the parking area. The mixed-use building is detached and four-storied building. At basement is situated underground garage for ten cars and store houses for flats. At first floor is situated cafe and commercial space. Cafe has kitchen, stock rooms and WC. Commercial space has staff facilities and sales area. One of the shops has back door to stock room. Parking space for staff is next to building. At second and third floor is situated eight flats. Four flats has 3 rooms and four left has 2 rooms. Each flat has got stock room, WC and bathroom. In each flat is situated entrance to the terrace. Terrace is on extensive green roof orientated to southwest. In the flats is kitchen together with living room because of bigger space. Floor in the flats is combination of ceramic tiles and laminated floor. Area with flats has a lift. Concrete foundations are on micropiles. Project is set up with system LIVETHERM building has heat cladding. At the building are plastic windows and colour is matching with facade. Foothpath around building are from interlocking pavement. Whole documentation is prepared to realization of building. Drawing documentation is prepared by software AUTOCAD.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "WALL STRUCTURAL SYSTÉM"

1

Slurry walls as structural systems. 2nd ed. New York: McGraw-Hill, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Highway Innovative Technology Evaluation Center (U.S.). Evaluation of the stabilized earth wall system by T&B Structural Systems. Reston: American Society of Civil Engineers, 2012.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

McDonald, Dwight. Creep behavior of structural insulated panels (SIPs): Results from a pilot study. Madison, Wisconsin: United States Department of Agriculture, Forest Service, Forest Products Laboratory, 2014.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Sherwood, Gerald E. Light-frame wall and floor systems: Analysis and performance. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Giovanni, Parmini, ed. A Renaissance fortification system: The walls of Lucca. Lucca: M. Pacini Fazzi, 1996.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Glahn, Hermann. Baustatik in der Praxis des konstruktiven Ingenieurbaus: Hinweise zur Wahl zweckmässiger statischer Systeme. Berlin: Ernst, 1987.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Lebedev, Vladimir. Technology of repair works of buildings and their engineering systems. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/943589.

Full text
Abstract:
The textbook describes the modern technology of repair and construction production, based on the use of technical means, effective materials, products and structures, scientific organization of labor; highlights the issues of improving efficiency and quality, safety and labor protection in the production of repair and construction works. The main stages of repair and construction work are analyzed in detail: disassembly of buildings and structures, repair and strengthening of foundations, foundations, walls and ceilings, technology for repairing floors, windows, doors, etc. Meets the requirements of the federal state educational standards of higher education of the latest generation. For master's students studying in the field of training "Construction", as well as for graduate students and university teachers.
APA, Harvard, Vancouver, ISO, and other styles
8

Schmidt, Peter. Die Wahl des Rentenalters: Theoretische und empirische Analyse des Rentenzugangsverhaltens in West- und Ostdeutschland. Bern: Peter Lang International Academic Publishers, 2018.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Bullock, Rupert E. REMR management systems--navigation and reservoir structures, condition rating procedures for concrete in gravity dams, retaining walls, and spillways. [Champaign, Ill.]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Die Wahl des Rentenalters: Theoretische und empirische Analyse des Rentenzugangsverhaltens in West- und Ostdeutschland. Frankfurt am Main: P. Lang, 1995.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "WALL STRUCTURAL SYSTÉM"

1

Martinelli, Enzo, Ciro Faella, Emidio Nigro, and Carmine Lima. "Retrofitting of School Building Located in Southern Italy." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 71–94. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.071.

Full text
Abstract:
<p>This paper summarizes the main features of the seismic retrofitting project of a school building located in Montella (AV), Italy. Specifically, it describes the as-built status in terms of structural organization, member detailing, and existing materials properties. Then, it outlines the main assumptions and results obtained from seismic analysis, of both as-built and retrofitted structure. Comments about the construction stage are also reported by describing the main operations put in place with the aim to realize the shear wall system, which is the main retrofitting intervention, and some local strengthening measures consisting in steel plating and jacketing of some underdesigned RC members. Some emphasis is placed on the realization of micro-piles and extra foundations of the aforementioned shear walls. Besides its specific interest, the reported project may be intended as representative of a wide class of seismic assessment and retrofitting projects that have been realized in Italy in the last decade.</p>
APA, Harvard, Vancouver, ISO, and other styles
2

Olmeda, R., P. Breda, C. Stemmer, and M. Pfitzner. "Large-Eddy Simulations for the Wall Heat Flux Prediction of a Film-Cooled Single-Element Combustion Chamber." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design, 223–34. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53847-7_14.

Full text
Abstract:
Abstract In order for modern launcher engines to work at their optimum, film cooling can be used to preserve the structural integrity of the combustion chamber. The analysis of this cooling system by means of CFD is complex due to the extreme physical conditions and effects like turbulent fluctuations damping and recombination processes in the boundary layer which locally change the transport properties of the fluid. The combustion phenomena are modeled by means of Flamelet tables taking into account the enthalpy loss in the proximity of the chamber walls. In this work, Large-Eddy Simulations of a single-element combustion chamber experimentally investigated at the Technical University of Munich are carried out at cooled and non-cooled conditions. Compared with the experiment, the LES shows improved results with respect to RANS simulations published. The influence of wall roughness on the wall heat flux is also studied, as it plays an important role for the lifespan of a rocket engine combustors.
APA, Harvard, Vancouver, ISO, and other styles
3

Smits, Alexander J., and Carl Delo. "Self-Sustaining Mechanisms of Wall Turbulence." In Coherent Structures in Complex Systems, 17–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/3-540-44698-2_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Yamada, M., and T. Yamakaji. "Steel panel shear wall – Analysis on the center core steel panel shear wall system." In Behaviour of Steel Structures in Seismic Areas, 541–48. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-74.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Giarlelis, Christos. "Geotechnical Aspects of Structural Failures." In Characteristic Seismic Failures of Buildings, 149–87. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.149.

Full text
Abstract:
<p>Strong seismic shaking is recognized as the direct cause of structural failures. In many cases, however, the factor that initiates the structural damage is ground failure or ground displacement. This chapter deals with the identification of all geotechnical related structural failures. Surface fault rupture has been a well-acknowledged cause of failures of structures built across or near the fault, which are increasing in frequency as the man-made environment constantly expands to new areas. Seismically induced rockfalls, landslides and slope failures have also been associ-ated with major disasters with an increasing frequency in some cases due to an expanding popu-lation, which encroach on areas with landslide risk or in other cases as result of the destruction of the natural environment (vegetation and water routes), which have protected these slopes in the past. Foundation damage may be a result of failure of shallow foundations or piles. In addition, although liquefaction and ground settlement are technically part of foundation failures, they are usually treated as separate, special cases. Retaining wall structures, usually considered as simple systems, may display a complex behaviour, which can be related to extensive seismic failures. Finally, not taking into account soil–structure interaction (SSI) may have a detrimental effect on the dynamic response of structures. Although SSI may never be the direct cause of a structural failure, it has proven to be, in several cases, the underlying reason for the analysis misconception that led to the failure.</p>
APA, Harvard, Vancouver, ISO, and other styles
6

Sørensen, J. D., H. F. Burcharth, and E. Christiani. "Reliability Analysis and Optimal Design of Monolithic Vertical Wall Breakwaters." In Reliability and Optimization of Structural Systems, 257–64. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-0-387-34866-7_27.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Giarlelis, Christos, Evlalia Lamprinou, and Constantinos Repapis. "Seismic Rehabilitation of a School Building in Cephalonia, Greece." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 1–20. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.001.

Full text
Abstract:
<p>The 2014 earthquake sequence in Cephalonia, Greece, resulted in a number of structural failures. In Argostoli, the capital of the island, a school building suffered light damage; however, the structural assessment following the analysis procedures of the recently published Greek Code for Structural Interventions, showed that seismic strengthening is required. The structure was built on the aftermath of the catastrophic 1953 Ionian earthquake sequence based on older code requirements, which are much outdated, as indicated from the results of both modal response spectrum analyses and non-linear static analyses. The retrofit aims to increase the very low structural capacity of the building and as a means for that the use of concrete jackets is selected. Based on the results of the assessment, it was decided that concrete jackets should be applied to all columns, while large structural walls running along the transversal direction were strengthened with single-sided reinforced concrete jacketing. The interventions are limited by architectural demands and cost considerations. However, analyses of the strengthened structure show that the interventions improve its seismic behaviour adequately. The detailing of interventions is thoroughly presented. What makes this case study interesting is the unusual structural system of the building, which is an ingenious combination of frame elements and lightly reinforced concrete walls and its behaviour to one of the strongest recent Greek earthquakes. The rehabilitation study had to model correctly the structure and propose interventions that were in agreement with the architectural demands and the cost consideration.</p>
APA, Harvard, Vancouver, ISO, and other styles
8

Jain, D. K., and M. S. Hora. "Interaction Analysis of Space Frame-Shear Wall-Soil System to Investigate Forces in the Columns Under Seismic Loading." In Advances in Structural Engineering, 789–801. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_62.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Jiménez, Javier, and Mark Simens. "The Largest Scales in Turbulent Flow: The Structures of the Wall Layer." In Coherent Structures in Complex Systems, 39–57. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/3-540-44698-2_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Thompson, M. E., and J. Szekely. "Double Diffusive Convection during Solidification at a Vertical Wall." In Structure and Dynamics of Partially Solidified Systems, 59–77. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3587-7_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "WALL STRUCTURAL SYSTÉM"

1

Philip, Anu, and Bushra M. A. "A Review on Seismic Behaviour of Coupled Wall Structures." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.41.

Full text
Abstract:
Increase in population density and shortage of land are the two major problems in all developing countries including India. To mitigate these problems, the designers resort to high rise building. One of the most important criteria for designing a structural system is its resistance to lateral loads. Coupled walls structures is considered to be one of the potential option for resisting lateral loads in high-rise structure and have widely been used around the world in multi-story buildings. Coupled walls, mainly consist of pier walls which are connected by coupling beams at each floor level. These systems are typically located in the service core and sometimes on the perimeter of the buildings. The main benefit of coupled wall over cantilever walls are, a part of the total overturning moment is resisted by coupling action and there is energy dissipation along the height of the structure through the formation of plastic hinges at both ends of the coupling beams. The present work reviews different factors influencing the seismic performance of coupled wall structural system, importance of coupling ratio, different modeling techniques, a comparative study on different coupled wall systems and a brief overview of design methodologies. Considering structural performance, energy absorption capacity and higher shear stiffness to limit lateral deformation, coupled wall structures were considered to be efficient and economical structural system in high-rise building.
APA, Harvard, Vancouver, ISO, and other styles
2

Abukhodair, Bassam M., Joe Litman, and Jay Bergman. "Concrete Containment Wall vs. Earthen Containment Dikes." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64042.

Full text
Abstract:
The most common form of secondary containment for petroleum tanks is an earthen dike structure. Precast, pre-stressed concrete wall structures, however, can offer effective secondary containment, especially for sites that encroach on existing infrastructure, property limits, or environmentally sensitive areas. A secondary containment system constructed with concrete walls occupies a much smaller footprint than an earthen dike structure. This reduction in footprint can be critical, particularly in today’s expanding market which is placing increasing pressure on available site properties including, in many cases, the need to acquire permits for the development of environmentally sensitive areas. The new Tank #79 and Tank #80 projects at the Enbridge Griffith Terminal utilized an 880 lineal foot precast, pre-stressed concrete containment wall system. The existing site soils were sandy and unsuitable for containment berm construction. Therefore, earthen dike structure construction would have required imported clay material. However, the primary motivation for using the structural wall system at the Griffith Terminal was to reduce wetland impacts on the adjacent protected Hoosier Prairie Wetland. The concrete containment wall system saved approximately one half acre of wetland which significantly reduced wetland mitigation costs and also fulfilled the wetland permitting requirement to reduce (minimize) wetland disturbance. Finding a vendor with past experience in the fabrication of precast, pre-stressed concrete panels suitable for secondary containment was a challenge due to their limited prior use in similar containment wall systems. For the design, detailing and fabrication of this system Enbridge worked closely with precast concrete fabricators to define a typical pre-cast panel which was economical, could be easily installed, was structurally suitable for containment design forces and which would prove durable in a cold-weather environment. Additional considerations included proper sealing of adjacent wall panel joints, selecting and detailing a suitable impermeable liner to bridge the wall to the tank lot clay layer, and design and installation of supporting concrete caissons and steel piles for wall panel vertical and lateral support. The Tank #79 and #80 projects at the Griffith Terminal have benefited from the decision to depart from the traditional earthen berm and construct a structural containment wall system. These benefits included reduced wetland and overall project footprint impacts, accelerated project environmental permitting and an accelerated project construction schedule.
APA, Harvard, Vancouver, ISO, and other styles
3

Purushothama, Chaithra, H. Sharada Bai, and G. Ambrish. "Seismic Behaviour of Six-Storied RC Residential Structure with Existing LLRS." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0411.

Full text
Abstract:
<p>Using an appropriate structural system is critical to good seismic performance of buildings. While moment- frame is the most commonly used lateral load resisting structural system, addition of other structural systems like structural walls, frame-wall system improve the seismic resistance. Structural system chosen should be suitable for good earthquake performance, with vertical and horizontal members of lateral load resisting system (LLRS) that can carry earthquake effects safely during strong earthquake shaking. Studies on real structures, practically adopted are negligible. Present work deals with the comparison of seismic performance of the structural system under consideration with existing features (Lift core RC wall &amp; Infill effect along the boundary walls) as LLRS in the building using response spectrum and time history method..</p>
APA, Harvard, Vancouver, ISO, and other styles
4

Salim, H. A., and P. T. Townsend. "Explosion-Resistant Steel Stud Wall System." In Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)20.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Giurgiutiu, Victor, and Jingjing Bao. "Embedded-Ultrasonics Structural Radar for Nondestructive Evaluation of Thin-Wall Structures." In ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-39017.

Full text
Abstract:
Embedded-Ultrasonics Structural Radar (EUSR) is a new concept and methodology for in-situ nondestructive evaluation (NDE) of thin-wall structures. EUSR utilizes (a) a Piezo Wafer Active Sensors (PWAS) array embedded onto the structure; and (b) electronic modules for signal transmission/reception, processing, and interpretation. The EUSR methodology is developed as an extension of our previous work on the Lamb wave propagation NDE. Based on the study of the Lamb wave characteristic, the excitation signal is optimized to obtain good signal to noise ratio. Lamb wave speed-frequency curve is plotted to obtain the wave speed of the excitation signal. This wave speed is then used to map the EUSR data from time domain to distance domain, thus the locations of the reflectors can be visually displayed. The EUSR algorithm is adopted from the beamforming process currently used in phased-array radar applications. Each element in the PWAS array plays the role of both transmitter and receiver. A circuit is designed to change the role of the PWAS in a round robin fashion. The responses of the structure to all the excitation signals are collected. By applying the EUSR algorithm, an appropriate delay is applied to each signal in the data set to make them all focus on a direction denoted by angle φ. When this angle φ is changed from 0 to 180 degrees, a virtual scanning beam is formed and a large area of the structure can be interrogated. The EUSR algorithm is explained in this paper. Experimental results from a proof-of-concept EUSR system are also presented.
APA, Harvard, Vancouver, ISO, and other styles
6

Shi, Yongjiu, and Abolhassan Astaneh-Asl. "Lateral Stiffness of Steel Shear Wall Systems." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)107.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Elesawy, Alaa, and Mustafa Batikha. "Structural behaviour of steel plate infilled outrigger wall system." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1265.

Full text
Abstract:
<p>The resistance of lateral loads is historically the main challenge in tall buildings. Structural Engineers always strive to find a redundant lateral resisting system that provides the required structural resistance, unleashes the architectural expression, optimizes the quantities and improves the constructability. Because of the increased stiffness together with the overturning resistance they provide and being a cost-effective solution, the outrigger systems are very efficient against the lateral loads in tall buildings. Conventionally, steel truss and reinforced concrete walls are used in the design and construction of outrigger systems. In this study, a steel infill plate connected to a reinforced concrete frame was investigated as an effective outrigger structural system in order to increase the initial stiffness and the load-carrying capacity and improve the ductility of the outrigger systems. Numerical Finite Element (FE) method using Geometrically and Materially Non-linear Analysis with Imperfection (GMNIA) was conducted in this study. In addition, the numerical analysis results were verified by the experimental results. As a result of this research, the ductility, strength, and initial stiffness of the steel plate-infilled outrigger were extremely improved than that of the traditional outrigger truss system.</p>
APA, Harvard, Vancouver, ISO, and other styles
8

Inaba, Satoru, Takuya Anabuki, Kazutaka Shirai, Shuichi Yabana, and Seiji Kitamura. "Shaking Table Tests With Large Test Specimens of Seismically Isolated FBR Plants: Part 2—Damage Test of Reinforced Concrete Wall Structure." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77603.

Full text
Abstract:
This paper describes the dynamic damage test of a reinforced concrete (RC) wall structure with seismic isolation sysytem. It has been expected that seismically isolated structures are damaged in sudden when the accelerations of the structures exceed a certain level by hardening of the rubber bearings. However, the response behavior and the damage mode have not been observed by experimental test yet. So, shaking table tests were carried out at “E-Defense”, equipping the world’s largest shaking table, located at Miki City, Hyogo prefecture, Japan. The specimen was composed of an upper structure of 600 ton by weight and six lead-rubber bearings (LRBs) of 505 mm in diameter which provide both stiffness and hysteretic damping. The upper structure consisted of a RC mass and four RC walls with counter weight. The RC wall structure was designed so that the damage of the RC wall occurred between the shear force at the hardening of the rubber bearings and that at their breaking. The dimensions of the RC wall were 1600 × 800 × 100 mm (B × H × t). The reinforcement ratios were 2.46% in vertical by D13 (deformed reinforcing bar, 13 mm in diameter) and 1.0% in horizontal by D10. The shaking table test was conducted consecutively by increasing the levels up to 225% of tentative design earthquake motion. Consequently, because of the increase of the structural response by the hardening of the rubber bearings, the damage of the wall structure with seismic isolation system suddenly happened. In addition, the preliminary finite element analysis simulated the test results fairly well, which were the restoring force characteristics, the crack patterns of the RC wall structure and such.
APA, Harvard, Vancouver, ISO, and other styles
9

Kashani, Reza. "Control Modeling of Flexible Wall Cavity Vibroacoustic Systems." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/vib-48555.

Full text
Abstract:
Vibroacoustic modeling of an enclosure with flexible walls is discussed. The block-diagram modeling method is based on formulating the modal parameters of the cavity with rigid walls and the structure with no fluid interaction, i.e. in-vacuo. Having the uncoupled modal models, the rigid wall cavity and in-vacuo structural modal are coupled, “in modal domain”, in a feedback manner. In addition to being computationally efficient, this modeling technique offers a very convenient platform, especially in block diagram based modeling softwares such as Simulink, for synthesis and analysis of active sound control in vibroacoustic systems. It allows for easy access to acoustic (pressure) or structural (acceleration/strain) variables for feedback or feedforward control purposes using structural (force/moment) or acoustic (volume velocity) actuation.
APA, Harvard, Vancouver, ISO, and other styles
10

Hassan, Mohammad, and Sherif El-Tawil. "Nonlinear Dynamic Response of Hybrid Coupled Wall Systems." In Structures Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)106.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "WALL STRUCTURAL SYSTÉM"

1

Ebeling, Robert, and Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/39881.

Full text
Abstract:
This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structures are founded on and/or retain earth or are buttressed by an earthen feature. Consequently, the design of many of these hydraulic structures involves significant soil structure interaction. Development of the required reliability and corresponding LRFD procedures has been lagging in the geotechnical topic area as compared to those for structural limit state considerations and have therefore been the focus of this second-phase R&D effort. Design of an example T-Wall hydraulic structure involves consideration of five geotechnical and structural limit states. New numerical procedures have been developed for precise multiple limit state reliability calculations and for complete LRFD analysis of this example T-Wall reinforced concrete, hydraulic structure.
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'WALL STRUCTURAL SYSTÉM' for particular source types:
Journal articles Dissertations / Theses Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography