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Relevant bibliographies by topics / Walls and columns

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Academic literature on the topic 'Walls and columns'

Author: Grafiati

Published: 28 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Walls and columns"

1

Zhang, Xun Zhong, Ru Heng Wang, and Wei Hu. "Analysis on Seismic Performance of Frame Columns Reinforced with Wing Walls." Applied Mechanics and Materials 166-169 (May 2012): 1691–95. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1691.

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Through the ANSYS finite element method, the seismic performance of frame columns reinforced with wing walls has been analyzed, indicating that the wing wall reinforcement can effectively improve the lateral stiffness and remarkably increase the bearing capacity of columns. With the wing wall reinforcement, the envelop area of the column’s hysteresis curve increases, and the bearing capacity improves, however, the shrinking phenomena of the curve suggests that the ductility of the section reduces. When the centerline of the additional wing wall coincides with that of the original column, the h

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Luo, Wen Wen, Ying Min Li, Ni Na Zheng, and Na Chen. "Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast Tie-Columns." Applied Mechanics and Materials 166-169 (May 2012): 2429–35. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2429.

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In order to improve the seismic behavior of the rural masonry buildings and reduce the cost and be convenient for construction, a precast tie-column system was put forward, which was suitable for masonry buildings, constructed by fired common bricks or porous bricks. The uniaxial compression constitutive relation of brick masonry was used for simulating the precast tie-column. And this paper analyzed the difference of the seismic behavior of masonry walls which bearing different vertical compressive stress, and confined by cast-in-place tie-columns or precast tie-columns, and whether contain w

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Tjitradi, Darmansyah, and Eliatun Eliatun. "Visualisasi Dan Identifikasi Pola Retak Dinding Bata Akibat Penurunan Pondasi Struktur Bangunan Di Kota Banjarmasin." Jurnal Gradasi Teknik Sipil 2, no. 1 (2018): 61. http://dx.doi.org/10.31961/gradasi.v2i1.575.

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The City of Banjarmasin has very low soil bearing capacity leading to a significant number of buildings experiencing foundation settlement. This causes many elements of the buildings to develop cracks and to lean. The foundation settlement is modelled using ANSYS by taking five building structure models with brick walls loaded with their selves weight. Through this modelling the crack pattern and the stress distribution on both walls and the structural elements can be visualised and identified. The results show that the following columns experiencing foundation settlement develop longitu

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Tramontin, A. P., A. L. Moreno Junior, and C. R. Oliveira. "Experimental evaluation of the prevention methods for the interface between masonry infill walls and concrete columns." Revista IBRACON de Estruturas e Materiais 6, no. 5 (2013): 765–73. http://dx.doi.org/10.1590/s1983-41952013000500005.

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Cracks that form at the interfaces between masonry structures are common uncontrolled occurrences in buildings. Numerous methods have been proposed by the construction industry to address this problem. Cracks continuously form in the joints between concrete columns and masonry infill walls. In this study, the most common methods for preventing these types of cracks were evaluated in laboratory experiments. Column masonry models were constructed using different types of joints between concrete columns and masonry infill walls, such as steel bars and steel mesh. The efficiency of each type of jo

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Wang, Cheng, Yong Kun Luo, and Xiao Long Xu. "Discussion of Different Methods of Strengthening Masonry Walls with Constructional Column." Applied Mechanics and Materials 226-228 (November 2012): 1098–101. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1098.

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With the rapid development of economy and the civil engineering discipline, the seismic performance of existing masonry wall can't satisfy the codes and regional seismic requirements. As a result, strengthening the earthquake resistance of it is put on the agenda. Using large-scale finite element software-abaqus, this paper analyzes different methods of strengthening masonry walls by constructional columns. Under the premise of the cross area of the columns used to reinforce is identical, it shows that the wall strengthened by bilateral constructional columns has a better seismic performance t

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Dong, Hong Ying, Wan Lin Cao, Hai Peng Wu, and Fang Fang Xu. "Seismic Behavior of Damage-Reduction Based, Energy Dissipation Composite Shear Walls." Advanced Materials Research 742 (August 2013): 34–39. http://dx.doi.org/10.4028/www.scientific.net/amr.742.34.

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A new damage-reduction based composite shear wall was proposed. It combines with three different energy dissipation units, which are the CFST column, SP deep beam and RC strip. The CFST column is set to be exposed outside or concealed inside the concrete. CFST columns and SP deep beams constitutes the core structure. During loading, RC strips between columns work with the core structure so as to reduce the damage and consume the energy. Four specimens with different design parameters, including 2 shear walls with exposed CFST columns and 2 with concealed CFST columns, were tested under horizon

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Bai, Yongtao, and Guoliang Bai. "Pseudo-Dynamic and Quasi-Static Testing of an Irregular Steel Concrete Composite Frame with Wing Walls." International Journal of Structural Stability and Dynamics 16, no. 02 (2016): 1450095. http://dx.doi.org/10.1142/s0219455414500953.

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This paper presents a series of pseudo-dynamic tests (PDTs) and quasi-static tests (QSTs) on a dual wing-walled frame system, represented here by a 1/7-scaled composite moment frame with steel reinforced concrete (SRC) columns and reinforced concrete (RC) wing walls. Special characteristics of this scaled system are irregular story layout, strong-beam weak-column mechanism and large axial load. A series of scaled El-Centro (NS) waves were used as the input ground motion for the PDTs, the results of which showed that the seismic behavior was significantly improved by the RC wing walls. With the

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Mickaitis, Marius, and Vytautas J. Stauskis. "VIBRATION TRANSMISSION THROUGH JOINTS OF WALLS AND COLUMNS IN FRAMED BUILDINGS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 11, no. 3 (2005): 185–91. http://dx.doi.org/10.3846/13923730.2005.9636349.

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Constructional practice has shown that structure‐borne sound transmission through joints can signally reduce airborne sound insulation in buildings. Vibration transmission coefficient evaluates this reduction in design calculations. In this article sound transmission through joints in framed buildings is investigated. Rooms in framed buildings are shaped by walls and ceilings connected to columns. Several walls could be connected to each column in a building plan. Such joints are modelled like idealised plate–beam–plate junctions. Examining vibration transmission through these junctions, the i

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Wang, Shao Jie, Fu Sheng Liu, Tong Sun, Shun Ke Zhang, and Hong Bin Wang. "Experimental Study on the Axial Compression Capacity of Condensed Column in Composite Masonry Wall." Advanced Materials Research 243-249 (May 2011): 578–83. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.578.

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On the basis of summary and analysis of the characteristics of concrete hollow blocks and composite masonry walls, this paper puts forward the concept of composite masonry wall with condensed core columns. Regarding the distance between core columns (s=600mm and s=1200mm) as the main influencing factors, two composite masonry walls were designed and built to carry out the axial compression capacity experimental study. The results of the study show that the composite masonry wall with condensed core columns can greatly improve the ultimate axial compression capacity of the wall, delay the fract

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Deng, Hongyu, and Baitao Sun. "Finite Element Modeling and Mechanical Behavior of Masonry-Infilled RC Frame." Open Civil Engineering Journal 10, no. 1 (2016): 76–92. http://dx.doi.org/10.2174/1874149501610010076.

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During the analysis of reinforced concrete structures, the infill wall is usually simplified as a diagonal inclined strut to facilitate finite element modeling calculations. However, the actual seismic damage and single frame-filled wall pushover experimental results show that when the earthquake shear force is huge, the top of the infill wall and the beam–column connections are usually, thus the path of the force transfer will be changed. Based on this actual failure phenomenon, a new calculation model which has different contact position between the equivalent bracing walls and the frame col

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Dissertations / Theses on the topic "Walls and columns"

1

Chung, Yueh-minne. "Columns and walls : the interplay between structure and space." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/65201.

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Harris, Amodeo Karen Ann. "A House on Saint Croix." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/40817.

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There is an undefinable order in the universe. In our solar system, nine planets revolve around one sun. The earths’ orbit around the sun takes 365 days. The moons’ orbit about the earth take 30 days. The earths’ revolution about its own axis takes 24 hours. The sun rises in the east and sets in the west. This is how man begins to define his portion of the universe, to distinguish limits. There is much more to explore, learn and explain. As humans we subconsciously desire a harmony and balance around us. Order. It is a physical, tangible presence that we can see, label and understand

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Lau, J. C. K. "The strength of masonry walls and columns of geometric cross section subjected to axial load and bending." Thesis, University of Manchester, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.705159.

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Vora, Hitesh Yu Cheng. "Shear wall tests and finite element analysis of cold-formed steel structural members." [Denton, Tex.] : University of North Texas, 2008. http://digital.library.unt.edu/permalink/meta-dc-9726.

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Mati, Shepherd A. "Brick walls or brick columns? : management responses to the challenge of sustainability in community radio with special reference to Bush Radio and Radio Zibonele." Thesis, Stellenbosch : Stellenbosch University, 2001. http://hdl.handle.net/10019.1/52153.

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Thesis (MPhil) -- University of Stellenbosch, 2001.<br>ENGLISH ABSTRACT: Community radio stations in South Africa are faced with a huge challenge to become sustainable in the process of serving their communities. The issue of sustainability itself is complex and shaped by a range of conditionalities. These include community participation, funding, regulatory and licencing factors, staff and management expertise, and the strategic planning and management capacity of a station. Often the communities themselves are materially poor and unable to contribute in monetary terms to the radio sta

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Simões, Yagho de Souza. "Análise numérica de pilares de aço isolados e inseridos em paredes em situação de incêndio." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26042018-102934/.

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Em um incêndio, pilares de aço inseridos em paredes apresentam uma resposta termoestrutural diferente daqueles isolados, de modo que a compartimentação oferece um aumento de sua resistência ao fogo. Poucos estudos foram desenvolvidos até o presente momento para avaliar o desempenho de pilares em contato com paredes, sendo que aqueles já realizados apresentaram respostas que ainda deixam dúvidas sobre esses elementos. Diante disso, este trabalho propõe analisar, em contexto numérico, o comportamento de pilares de aço isolados e inseridos em paredes sujeitos à ação térmica, a partir do uso do có

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Mahasantipiya, Sedtha. "Analysis the behaviour of spread footing for highway bridge foundation." Ohio University / OhioLINK, 1995. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1179259867.

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Vora, Hitesh. "Shear Wall Tests and Finite Element Analysis of Cold-Formed Steel Structural Members." Thesis, University of North Texas, 2008. https://digital.library.unt.edu/ark:/67531/metadc9726/.

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The research was focused on the three major structural elements of a typical cold-formed steel building - shear wall, floor joist, and column. Part 1 of the thesis explored wider options in the steel sheet sheathing for shear walls. An experimental research was conducted on 0.030 in and 0.033 in. (2:1 and 4:1 aspect ratios) and 0.027 in. (2:1 aspect ratio) steel sheet shear walls and the results provided nominal shear strengths for the American Iron and Steel Institute Lateral Design Standard. Part 2 of this thesis optimized the web hole profile for a new generation C-joist, and the web crippl

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Skoupá, Karolina. "Polyfunkční dům v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265321.

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This diploma thesis deals with the supporting structure of the Multifunctional house in Brno. Elements are solved locally supported slab, columns, walls, patka.Statický calculation of internal forces was conducted in Scia Engineering.

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Campos, Gabriela Mazureki. "Recomendações para o projeto de cálices de fundação." Universidade de São Paulo, 2010. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110440/.

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Essa pesquisa apresenta um estudo a respeito de cálices de fundação com colarinho. O trabalho foi elaborado a partir de uma análise crítica e síntese de resultados de estudos experimentais e numéricos desenvolvidos na Escola de Engenharia de São Carlos - Universidade de São Paulo (EESC-USP) sobre a ligação pilar-fundação por meio de cálice para estruturas de concreto pré-moldado. Esses estudos englobam uma tese de doutorado e três dissertações de mestrado, em que foram abordadas diversas situações de projeto dessa ligação. A partir dos resultados dessas pesquisas são elaboradas recomendações p

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Books on the topic "Walls and columns"

1

Thurlimann, Bruno. Design of masonry walls and reinforced concrete columns with column-deflection-curves. Birkhauser, 1987.

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2

Macfie, Cody. Getting started with mortared stonework: Walls, patios, fireplaces, columns & more. Lark Books, 2006.

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Arquitectos, Fundación Caja de, ed. La columna y el muro: Fragmentos de un diálogo. Fundación Caja de Arquitectos, 2001.

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Pepper, Beverly. Beverly Pepper: Tell wall reliefs, sentinels and columns. AndréEmmerich Gallery, 1990.

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Off the wall: The newspaper columns of Ted Gardner. Knoll Publishers, 1993.

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Mutalib, M. I. Abdul. Operation and control of the dividing wall column. UMIST, 1995.

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The Wall Street Journal on Marketing: The Best of the "Marketing" Column. Plume, 1989.

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Shellenbarger, Sue. Work & family: Essays from the "Work & family" column of The Wall Street journal. Ballantine Books, 1999.

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Support/materialise: columns, walls, floors. Birkhäuser, 2014.

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Stone walls and river music: The columns of Bob Hill. Green Thumb Publishing, 1997.

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Book chapters on the topic "Walls and columns"

1

Kato, D., R. Kuramoto, N. Abe, and T. Nakamura. "Restoring Force Drift Angle Relationship Models of Reinforced Concrete Columns with Side Walls." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_146.

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Bhattacharjee, J., and Vivek Kumar. "Seismic Evaluation of RC Structure with Distinct Placement of Columns and Shear Walls." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6969-6_36.

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Piloto, Paulo A. G., Nathália Gonçales, Ronaldo Rigobello, Mário Vaz, Rui M. Guedes, and João S. Baptista. "Buckling Resistance of Partially Encased Columns Embedded on Walls Under Fire from One Side." In Advances in Fire Safety Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-36240-9_5.

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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. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.001.

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<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>

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Giannoudis, Vasileios P., and Peter V. Giannoudis. "Acetabulum Posterior Wall/Column Fractures." In Fracture Reduction and Fixation Techniques. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-24608-2_8.

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Sandaker, Bjørn N., Arne P. Eggen, and Mark R. Cruvellier. "The Column and the Wall." In The Structural Basis of Architecture. Routledge, 2019. http://dx.doi.org/10.4324/9781315624501-8.

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Hoyme, Craig A. "Dividing Wall Columns in the Chemical Industry." In Handbook of Industrial Chemistry and Biotechnology. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52287-6_38.

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Letournel, Emile, Robert Judet, and Reginald A. Elson. "Associated Posterior Column and Posterior Wall Fractures." In Fractures of the Acetabulum. Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-75435-7_12.

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Douras, Panagiotis, and Peter V. Giannoudis. "Acetabulum Anterior Wall and Anterior Column Fractures." In Fracture Reduction and Fixation Techniques. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-24608-2_9.

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Triantafyllou, C., and R. Smith. "The Design and Optimization of Dividing Wall Distillation Columns." In Energy Efficiency in Process Technology. Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-1454-7_32.

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Conference papers on the topic "Walls and columns"

1

Deng, Xiaoyan, Mehdi Dastfan, and Robert G. Driver. "Behaviour of Steel Plate Shear Walls with Composite Columns." In Structures Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)100.

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Huston, Dryver R., Noel V. Pelczarski, and Brian Esser. "Inspection of bridge columns and retaining walls with electromagnetic waves." In SPIE's 8th Annual International Symposium on Smart Structures and Materials, edited by S. C. Liu. SPIE, 2001. http://dx.doi.org/10.1117/12.434157.

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Morrill, K. B., L. J. Malvar, J. E. Crawford, and J. M. Ferritto. "Blast Resistant Design and Retrofit of Reinforced Concrete Columns and Walls." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)154.

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Yeh, Yung-Hsin, and Wen-I. Liao. "Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.

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This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general pro

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Junus, Nasruddin, Kenji Sakino, Hiroyuki Nakahara, and Hiroki Matsubayashi. "Punching Shear Strength of Edge Columns in Energy Dissipation Structural Walls (EDSWS)." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-we014.

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Zhang, Xu-Qiao, and Yan-Lin Guo. "Behavior of Steel Plate Shear Walls with Pre-Compression from Adjacent Frame Columns." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_107.

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Mahamid, Mustafa, and Majid Houshiar. "Direct Design Method and Design Diagram for Reinforced Concrete Columns and Shear Walls." In Structures Congress 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481325.027.

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Sezen, H. "Collapse Performance of Existing Buildings after Loss of Load-Bearing Walls and Columns." In Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.168.

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Guimaraes, Helio Bailly, Antonio Carlos Fernandes, and Bruno Nogueira Machado. "Analysis of Thin Walls Oscillating Water Columns (OWC) by Potential Methods and Model Testing." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11167.

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The present work is dedicated to the behavior of an internal oscillating water column (OWC) under the external incidence of waves. The oscillation of the OWC is a subject of strong research interest since it can be applied to clean energy generation and also offshore exploitation. It is shown that the viscous effects are important so that the linear wave theory based on potential theory should be corrected. The paper discusses methods to achieve good results using panel method within potential theory and shows how to introduce the necessary correction. Both low-order and higher-order method ar

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Al-Salloum, Yousef, Tarek Almusallam, Tuan Ngo, Hussein Elsanadedy, Husain Abbas, and Priyan Mendis. "Progressive Collapse Analysis of a Medium-Rise Circular RC Building Against Blast Loads." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54901.

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This paper investigates the vulnerability of a typical medium-rise circular RC building against progressive collapse as a result of blast generated waves. The building is an eight storied (including one story basement) commercial complex. The likely blast threat scenario was identified by qualitatively assessing the vulnerability of the critical elements of the structure. LS-DYNA was used for the finite element modelling of the structure. The study presents local model analysis of one of its circular columns for which fluid-structure interaction through Alternate Lagrangian Eulerian (ALE) elem

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Reports on the topic "Walls and columns"

1

Walton, O. R., H. J. Vollmer, and V. S. Hepa. Wall-Friction Support of Vertical Loads in Submerged Sand and Gravel Columns. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1234608.

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Wang, Chao, Zhijie Xu, Kevin Lai, et al. PNNL Report on the Development of Bench-scale CFD Simulations for Gas Absorption across a Wetted Wall Column. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1427930.

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Mayr, U., T. A. Brent, T. de Freitas, T. Frisch, G S Nowlan, and A. V. Okulitch. Figure 12. Columnar stratigraphic cross-section of lower Paleozoic formations between Russell Island and Le Feuvre Inlet, Prince of Wales Island. Detailed description of sections in Appendix 1. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2004. http://dx.doi.org/10.4095/216174.

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STRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.

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To study the mechanism of load transfer in double-side-plate connections between I-beams and wall-type concrete-filled steel tubular columns, a pseudo-static experiment and finite element analysis were conducted for two full-scaled specimens. The results revealed that the primary load was transmitted along an S-shaped path in the side plate, and the primary strain occurred in an X-shaped region between the left and right steel beam flanges. The shear force in the steel beam web was transmitted first to the side plate centre and then to the joint area, where the side plate, steel tube web, and

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AN EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF CONCRETE-FILLED STEEL TUBE (CFST) KEY-CONNECTED PREFABRICATED WALL AND COLUMN. The Hong Kong Institute of Steel Construction, 2020. http://dx.doi.org/10.18057/ijasc.2020.16.3.2.

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