Relevant bibliographies by topics / Multi-storey reinforced concrete building

Contents

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

Academic literature on the topic 'Multi-storey reinforced concrete building'

Author: Grafiati
Published: 5 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Multi-storey reinforced concrete building"

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Rysbekova, E. "Study of Bearing Structures of Buildings and Structures in the Conditions of the South of Kyrgyzstan." Bulletin of Science and Practice 10, no. 4 (2024): 413–20. http://dx.doi.org/10.33619/2414-2948/101/46.

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The relevance of the research results presented in the article lies in the need to apply new design solutions for multi-storey residential buildings. The purpose of this work is to search for new design solutions for multi-storey residential buildings made of reinforced concrete structures in the South of Kyrgyzstan. The problems of forming a design spatial model of a multi-storey residential building were solved using pylons instead of columns with stiffening diaphragms. A spatial system was calculated using the finite element method and modern computer programs, new design solutions for a mu
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Bahrami, A., S. Deniz, and H. Moalin. "Vertical Extension of a Multi-Storey Reinforced Concrete Building." International Journal of Applied Mechanics and Engineering 27, no. 1 (2022): 1–20. http://dx.doi.org/10.2478/ijame-2022-0001.

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Abstract The global population is increasing annually; thus, there is a need for more housing and buildings worldwide. As cities grow outward and buildable lands become scarce, it is necessary to increase the height of existing buildings in cities, especially where the height of the buildings is low. For crowded cities, the storey extension is an increasingly popular measure that can meet market demand for centrally located houses. This paper examines the possibility of the vertical extension of an existing (reference) reinforced concrete building in Gävle in Sweden. The StruSoft FEM-Design pr
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Kolchunov, Vitaly I., and Olesya B. Bushova. "Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences." Structural Mechanics of Engineering Constructions and Buildings 18, no. 4 (2022): 297–306. http://dx.doi.org/10.22363/1815-5235-2022-18-4-297-306.

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In order to increase plasticity during destruction along inclined sections and to protect against progressive collapse of reinforced concrete frames of multi-storey buildings, a variant of cross reinforcement of crossbars in such frames is proposed. The results of a numerical study of the reinforced concrete frame of a multi-storey building with a special impact in the form of an extraordinary hypothetical removal from the work of one of the columns are presented. The modeling of the deformation of the frame is carried out in three versions: the frame of the entire building in the rod setting,
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Zihni, Muhamad, Riza Suwondo, and Made Suangga. "Pushover analysis of multi-storey concrete structures." IOP Conference Series: Earth and Environmental Science 1169, no. 1 (2023): 012005. http://dx.doi.org/10.1088/1755-1315/1169/1/012005.

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Abstract Indonesia is located at the confluence of three main tectonic plates which makes it one of the countries with the highest earthquake risk in the world. Recorded experiences has showed that the earthquake cause damage to buildings particularly multi-storey building structures. The purpose of this study is to determine the performance level of multi-storey reinforced concrete structures using a performance-based design method based on the ATC-40 and FEMA 440 regulations. The buildings in this study are 4-storey and 8-storey buildings. The effect of column size, beam size, and concrete q
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Mikerego, Emmanuel, Trésor Akimana, and Jean Pierre Gatore. "Assessment on the structural impact of the slabs with joists used in the reinforced concrete structures in Burundi." Vestnik MGSU, no. 3 (March 2023): 358–66. http://dx.doi.org/10.22227/1997-0935.2023.3.358-366.

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Introduction. This paper addresses the effect of reinforced concrete slabs with joists on the behavior of reinforced concrete buildings.
 
 Materials and methods. Firstly, models of 3-storey, 6-storey, 9-storey and 12-storey buildings were used to determine internal longitudinal forces in the most heavily loaded column on the ground floor and to identify the unloading action of slabs with joists. Secondly, natural periods of the structures were identified by solving the modal equation of vibration in reinforced concrete building models to identify the effect of the unloading action o
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Hao, Li Na, and Yong Sheng Zhang. "Natural Vibration Period Analysis of Multi-Storey Reinforced Concrete Frame Structure." Applied Mechanics and Materials 226-228 (November 2012): 351–54. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.351.

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Field measurements of dynamic characteristics of the multi-storey reinforced concrete frame structure buildings were carried out, by using the ambient vibration test technique, and structural modal parameters were extracted. The measured results and calculated results in accordance with current design specifications were compared. Results show that for multi-storey reinforced concrete frame structure, the measured vibration period of structure is close to the natural period calculated in accordance with the empirical formula of the “Load Code for the Design of Building Structures”. In the actu
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Suraj, Harish V., P. Muthanand, and Prasath C. Rajendra. "Performance Analysis of Braced Reinforced Concrete Building in Sloped Terrain." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 4 (2020): 2424–29. https://doi.org/10.35940/ijeat.D8040.049420.

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The Buildings on the hills differs from other buildings constructed in plain terrain. Each floor of building steps back towards the hill slope and at the same time buildings may have designed with setbacks configuration also. Buildings constructed in hilly areas are more vulnerable to seismic environment. This study is on generating a 3D analytical model of multi-storey buildings analyzed using structural analysis tool ‘ETABS” to study the effect of varying height of columns due to sloping ground and the effect of bracing at different positions in a different configuration of the b
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Kolchunov, Vitaly, and Tatiana Iliushchenko. "Survivability of multi-storey building frame with prestressed elements." E3S Web of Conferences 533 (2024): 02008. http://dx.doi.org/10.1051/e3sconf/202453302008.

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The results of theoretical studies of dynamic additional loads in prestressed structures of reinforced concrete frames of multi-storey buildings in beyond design states caused by special or emergency effects are presented. A numerical study of the deformation and destruction of reinforced concrete frames with a sudden change in power flows in them was carried out using level primary and secondary design schemes in two versions of design solutions: 1) with reinforcement of beams with prestressed reinforcement installed in the lower section of the beam, 2) with double reinforcement with prestres
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Baetu, Sergiu Andrei, Alex H. Barbat, Ioan Petru Ciongradi, and Georgeta Baetu. "Seismic damage evaluation of reinforced concrete buildings with slit walls." Engineering Computations 32, no. 6 (2015): 1661–90. http://dx.doi.org/10.1108/ec-09-2014-0197.

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Purpose – The purpose of this paper is to investigate a reinforced concrete multi-storey building with dissipative structural walls. These walls can improve the behaviour of a tall multi-storey building. The authors’ main objective is to evaluate the damage of a building with dissipative walls in comparison with that of a building with solid walls. Design/methodology/approach – In this paper, a comparative nonlinear dynamic analysis between a building with slit walls and then the same building with solid walls is performed by means of SAP2000 software and using a layer model. The solution to i
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Konovalov, M. "THE USE OF WOODEN STRUCTURES AS AN ALTERNATIVE REPLACEMENT FOR REINFORCED CONCRETE STRUCTURES IN A MULTI-STOREY BUILDING." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 7, no. 6 (2022): 17–24. http://dx.doi.org/10.34031/2071-7318-2022-7-6-17-24.

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Wooden structures are a substitute for such concepts as environmental friendliness and naturalness, therefore reinforced concrete structures are currently the main building material for the construction of multi-story buildings in Russia. The idea of building wooden multi-storey buildings is becoming more and more relevant every year. The emergence of new technologies and materials make this area of construction promising. Possible variants of structural systems using wooden elements are considered, based on the existing experience of using wooden structures as load-bearing elements of structu
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Dissertations / Theses on the topic "Multi-storey reinforced concrete building"

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Aldeka, Ayad Basheer. "Seismic response of acceleration-sensitive non-structural components mounted on irregular multi-storey reinforced concrete buildings." Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5858/.

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This research investigates the seismic responses of lightweight acceleration-sensitive non-structural components (NSCs) integrated on irregular multi-storey reinforced concrete (RC) structures designed on different ground types. Dynamic nonlinear finite element analyses of the primary-secondary systems were conducted to provide insight into the seismic response of the NSCs and to evaluate the accuracy of Eurocode 8 (EC8) predictions when the NSCs are attached to the flexible sides along the heights of the primary structures (P-structures). Various sets of natural and artificial earthquake reco
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Lejčík, Peter. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226340.

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The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to t
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Kozák, Tomáš. "Výrobní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227160.

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The topic of this diploma thesis is design of new production hall in the cadastral area of city Hrusinec. The building is located in an existing industrial area. The building consists of two adjacent structures. The higher of them is single-story production hall and the lower is three-story high office building. In horizontal plane the buildings have rectangular shape. Hall part is designed as a steel structure on foundation blocks. Roof is supported by truss girders. Office building is designed as a monolithic reinforced concrete skeleton also on foundation blocks. The flat roof of the office
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Hardubej, Martin. "Návrh a posouzení prvků vícepodlažního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226928.

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The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of in
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Horňáková, Veronika. "Polyfunkční dům Dělnická." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265580.

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The subject of diploma thesis is processing of the desing documentation for new multifunctional building in the street Dělnická, cadastre unit Komín, Brno - Komin. The building is a 3 floors and one underground floor and is designed as a last building in the street on the nearly flat land. In the building is located non-residential space, dwelling units and studios. Non-residential space comprise seven parking spaces in a public underground garage, two stores barrier-free solution with the facilities and two studios 1 + 1. The residential part has two dwelling units 1 + kk, two dwelling units
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Merenus, Vojtěch. "Polyfunkční dům v Čáslavi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226370.

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The purpose of the diploma thesis is to design a multi-functional bulding, which fill an empty space on the corner of two streets near the historical city centre of Čáslav. This building has mainly a residential function. Basement will be used for parking and as a place for technical room. Commercial use is forseen for the first floor. Other floors will be set by 18 flats. The main goal is to solve a disposition for given purpose, to choose a right type of structure and work up chosen part of project documentation for building permission. Blueprints will be made in a proper CAD program.
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Kučera, Tomáš. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227578.

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This diploma thesis focuses on the design of new multifunctional building in Frydek-Mistek. Project and attachments are processed according to the current laws, regulations and standards. Multifunctional House is located on parcels 3364/190 and 3503/1, in the cadastral Místek. The house has four floors and reside in 3 commercial units and in the last two floors 5 residential units. The other two dimensions of the house are 21,15x13,15m. Roofing the house is solved by a flat roof. The building is brick ceramic blocks Porotherm. Ceilings are made up of reinforced concrete panels. The constructio
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Jakubcová, Monika. "Víceúčelový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226550.

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This thesis addresses the design of multi-purpose building with six floors. The building is located on gently sloping terrain in central Blansko, the plot number 2840th. The first floor is designed for services and other floors are designated for housing. The building has 8 flats – 1 room + kitchenette and 10 flats – 2 rooms + kitchenette, a total of 18 housing units. The supporting structural system is transverse. The walls of the house are built from blocks POROTHERM. The roof is designed as a flat. Windows and doors are wooden.
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Štěpánková, Eva. "Polyfunkční dům v Chrudimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227648.

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Thesis multifunctional building in Chrudim is processed in the form of project documentation which comprises all the requisites required by current regulations. Designed multifunctional building is placed on the site number 3466 and 2110 in Chrudim. The building has four floors. Constructional system is from clay brick HELUZ, prestressed concrete ceiling panels, flat roof.
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Mikyska, Kryštof. "Polyfunkční dům v Chrudimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227687.

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This thesis describes the design of multifunctional building in Chrudim. It is a three-storey building. The layout of the first floor is for public purposes. The second and third floors serve as the residential part. The building is covered with a flat roof.
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Books on the topic "Multi-storey reinforced concrete building"

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Association, British Cement, and Reinforced Concrete Council, eds. Economic concrete frame elements: A pre-scheme design handbook for the rapid sizing and selection of reinforced concrete frame elements in multi-storey buildings. BCA, 1997.

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Evans, D. J. Thermal movements in a multi-storey car park. Cement and Concrete Association, 1986.

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Evans, D. J. Thermal movements in a multi-storey car park. Cement and Concrete Association, 1986.

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Lampropoulos, Andreas, ed. 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.

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<p>Recent earthquakes have demonstrated that despite the continuous developments of novel materials and new strengthening techniques, the majority of the existing structures are still unprotected and at high seismic risk. The repair and strengthening framework is a complex process and there are often barriers in the preventative upgrade of the existing structures related to the cost of the applications and the limited expertise of the engineers. The engineers need to consider various options thoroughly and the selection of the appropriate strategy is a crucial parameter for the success o
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HUSSAIN, Dr RAJA RIZWAN. Structural Design of High Rise Buildings: Detailed Background, Evolution, Analysis and Design of High Rise Multi Storey Reinforced Concrete and Structrual Steel Buildings. VDM Verlag, 2010.

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Multi-Storey Precast Concrete Framed Structures. 2nd ed. Blackwell Publishing, Incorporated, 2008.

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Book chapters on the topic "Multi-storey reinforced concrete building"

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Witzany, J., R. Zigler, and A. Polák. "Precast reinforced concrete demountable system of multi-storey buildings." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-213.

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Najajra, Mohanad Ali Ishaq, Taha Ahmed Ghaleb Mohammed, and Wesam Al Agha. "Study on the Seismic Performance of Multi-storey Reinforced Concrete Building with Dual Framed-Shear Wall System Considering Soft Storey." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-6229-7_58.

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Mkrtychev, Oleg, and Mikhail Andreev. "Methodology for Assessing Seismic Resistance of a 5-Storey Reinforced Cross-wall Concrete Building." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-86001-1_35.

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Bahrami, Alireza, Ali Mohamed Ahmed, and Obaidullah Rashid. "Optimization of Reinforced Concrete Structure of Multi-Story Residential Building in Sweden." In Advances in Sustainable Concrete for Construction. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-85052-3_2.

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Dumaru, Rakesh, Hugo Rodrigues, and Humberto Varum. "Seismic Performance Assessment, Retrofitting and Loss Estimation of an Existing Non-Engineered Building in Nepal." 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/cs002.043.

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<p>The non-engineered building built before 2004 remained after Gorkha earthquake although such structures demonstrate seismic deficient. Therefore, the present study aims to carry out detail seismic performance of such building to investigate as-built seismic performance and its performance after intervention of retrofit measures. Two in situ tests were performed, which includes Schmidt hammer test and ambient vibration test. The adaptive pushover analysis and dynamic time history analyses were performed for as-built and retrofitted building. The retrofit measures increase the stiffness
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Pathare, Mahesh, and Ramchandra Apte. "Non-Linear Dynamic Analysis of Multi-Story Reinforced Cement Concrete (RCC) Building Having Different Geometry." In Smart Innovations and Technological Advancements in Civil and Mechanical Engineering. Apple Academic Press, 2024. http://dx.doi.org/10.1201/9781003539582-16.

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Lastovka, Anatoliy V., Tamara V. Danchenko, and Mariy L. Berseneva. "Influence of Eccentricities and Axis Deviations on Stress–Strain State Indicators of Reinforced Concrete Columns in the Frameworks of Multi-storey Buildings." In Advances in Natural, Human-Made, and Coupled Human-Natural Systems Research. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-030-78105-7_21.

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Mohammed, Taha Ahmed Ghaleb, Mohanad Ali Ishaq Najajra, and Wesam Al Agha. "Effect of Bracing Structural System on the Seismic Response of High-Rise Reinforced Concrete Building for Strengthening with Soft Storey." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6175-7_37.

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Fedorova, Nataliya, Violetta Moskovtseva, Mikhail Medyankin, Marina Eniutina, and Phan Dinh Quoc. "Methodology for Modeling the Survivability of Multi-story Building Frames with Complex Stress Reinforced Concrete Elements." In International Scientific Siberian Transport Forum TransSiberia - 2021. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-96383-5_140.

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Boyter-Grant, Kelton, Zhouyang Xin, Ding Wen Bao, Xin Yan, and Dan Luo. "Weaving Tectonics: Algorithmically Optimised Robotic FRP Weaving of Large Scale Planar Forms." In Computational Design and Robotic Fabrication. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-8405-3_39.

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AbstractSteel reinforced concrete is a widely used material for constructing large spanning planar building elements due to its strength, durability, and low cost, but its environmental impact, long fabrication time, and relatively low structural performance demonstrate the need for innovation. To address these issues, this study proposes a novel design methodology and fabrication method that integrates robotic Fibre Reinforced Polymer (FRP) woven reinforcement that is optimized using a Multi-Weight Bi-directional Evolutionary Structural Optimization (MW-BESO) algorithm. The optimized FRP rein
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Conference papers on the topic "Multi-storey reinforced concrete building"

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McGuiness, Blane, and Atef Cheaitani. "Considerations Associated with the Selection of Electrochemical Protection Systems for a High-Rise Building in Sydney, Australia." In CONFERENCE 2023. AMPP, 2023. https://doi.org/10.5006/c2023-18844.

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Abstract Cathodic protection systems for reinforced concrete structures have provided long-term corrosion protection to many reinforced concrete structures in Australia over the past 40 years. In recent years, galvanic-based cathodic protection has become an area of substantial growth due to its simplicity and low monitoring and maintenance requirements. The lack of independent detailed information related to the costing, performance, advantages, and disadvantages of galvanic-based and impressed current corrosion protection systems has in many cases led to the selection of unsuitable corrosion
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Scannell, William T., and Ali Akbar Sohanghpurwala. "Rehabilitation of Reinforced Concrete Balconies on a Multistory Condominium in South Florida." In CORROSION 1992. NACE International, 1992. https://doi.org/10.5006/c1992-92202.

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Abstract The damaging effects of corrosion on reinforced concrete bridge decks and parking structures are well known. Although not as well documented, problems associated with reinforcing steel corrosion are prevalent among many other types of concrete structures, including high-rise buildings along the Florida coast. Extensive research efforts stimulated by the bridge deck crisis have resulted in several corrosion evaluation techniques. These same techniques are applicable for reinforced concrete balconies of high-rise buildings, but differences in structural characteristics, exposure conditi
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Piazza, John, and Clem Firlotte. "Cathodic Protection of Multi-Story Condominiums in Florida Using Titanium Anode Mesh." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04348.

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Abstract As conventionally reinforced coastal condominium buildings age, their susceptibility to chloride induced corrosion increases. Their proximity to the ocean allows salt laden air to be deposited on the structure. The salt migrates to the level of the reinforcing steel and corrosion is initiated. Traditional concrete repair techniques have proven to have relatively short lives in this aggressive environment. Cathodic protection has been successfully applied to these structures as a means of corrosion control. This paper discusses the corrosion process associated with steel reinforcing ba
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Kouremenos, Ilias, Salomi Papamichael, Anthos Ioannou, and John Bellos. "Assessment and Retrofitting Of a Multi-Storey Reinforced Concrete Building." In The 10th World Congress on New Technologies. Avestia Publishing, 2024. http://dx.doi.org/10.11159/icceia24.131.

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Liu, C. H., Francis T. K. Au, and Peter K. K. Lee. "Time-Dependent Behaviour of Reinforced Concrete Multi-storey Building Frames Due to Shrinkage." In 7th International Conference on Tall Buildings. Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0065.

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Witzany, Jiri, Tomas Cejka, and Radek Zigler. "A Dismantleable Prefabricated Reinforced Concrete Building System With Controlled Joint Properties For Multi-Storey Buildings." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-97-285.

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İnce, Ozan, Burak Çakıl, Ömer F. Taş, Ömer F. Osmanlı, Muhammet Karaton, and Erkut Sayın. "Nonlinear time history and pushover analysis of a multi-storey reinforced concrete building." In 4th International Civil Engineering & Architecture Conference. Golden Light Publishing, 2025. https://doi.org/10.31462/icearc2025_ce_sme_093.

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Sandamal, N. G. T. M., M. T. R. Jayasinghe, and L. I. N. De Silva. "Cellular pile raft foundations for lightweight multi-storey buildings." In Civil Engineering Research Symposium 2024. Department of Civil Engineering, University of Moratuwa, 2024. http://dx.doi.org/10.31705/cers.2024.40.

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The global demand for housing and urban land scarcity has driven the need for multistorey buildings. The substructure design plays a crucial role in ensuring the stability of these structures, as traditional foundation methods, like piled or piled raft foundations, are essential for distributing the substantial loads. However, the high costs associated with these systems have prompted the e ploration of alternative foundation designs This study’s approach seeks to optimize foundation construction by reducing costs without compromising structural integrity, making it a viable solution for susta
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Petrov, Nikola, Julijana Bojadjieva, and Jordan Bojadjiev. "INFLUENCE OF KINEMATIC SOIL – STRUCTURE INTERACTION ON THE SEISMIC BEHAVIOUR OF REINFORCED – CONCRETE FRAME BUILDINGS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.39.

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In earthquake-prone areas, soil–structure interaction (SSI) may play a key role in ensuring structural safety. This study investigates the effects of SSI on the seismic response of a six-storey reinforced concrete (RC) frame building, using guidelines from American codes and Eurocode 8 for soil types B and C. The analysis compares the building's behavior under various soil conditions and foundation embedment configurations. To accurately assess these effects, four models were analyzed: a fixed base model, a flexible base model, a model incorporating soil conditions beneath the foundation and o
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Aydıner, Mehmet F., Barış Sevim, Serkan Bekiroğlu, Fatih Alemdar, Güray Arslan, and Yusuf Ayvaz. "Investigation of soft storey action of a reinforced concrete building by pushover analysis." In 4th International Civil Engineering & Architecture Conference. Golden Light Publishing, 2025. https://doi.org/10.31462/icearc2025_ce_eqe_285.

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Reports on the topic "Multi-storey reinforced concrete building"

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Mosalam, Khalid, Amarnath Kasalanati, and Grace Kang. PEER Annual Report 2016. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/anra5954.

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The Pacific Earthquake Engineering Research Center (PEER) is a multi-institutional research and education center with headquarters at the University of California, Berkeley. PEER’s mission is to develop, validate, and disseminate performance-based seismic design technologies for buildings and infrastructure to meet the diverse economic and safety needs of owners and society. The year 2016 began with a change of leadership at PEER. On January 1, Professor Khalid Mosalam became the new PEER Director as Professor Stephen Mahin completed his 6- year term. Also in early 2016, Dr. Yousef Bozorgnia s
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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l
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Integrated Design Optimization for Long Span Steel Transfer Truss at Redevelopment of Hong Kong Kwong Wah Hospital. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.365.

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Long-span steel trusses are increasingly used in high-rise buildings to replace reinforced concrete thick transfer plate due to light weight and high load-bearing capacity. To support multi-stories above the steel transfer truss, a comprehensive method based on second-order direct analysis method has been applied for optimization design of long-span steel transfer truss in the Redevelopment of Hong Kong Kwong Wah Hospital (KWH) – Phase 1. In the project, a 35m long-span steel transfer truss is adopted at the 3rd to 5th floors to support the above 15-story reinforced concrete structure. Innovat
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