Relevant bibliographies by topics / Multi-storey structures

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

Academic literature on the topic 'Multi-storey structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Multi-storey structures"

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Buchanan, A. H., and R. H. Fairweather. "Seismic design of glulam structures." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 4 (1993): 415–36. http://dx.doi.org/10.5459/bnzsee.26.4.415-436.

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This paper gives an overview of the seismic performance of glue laminated (glulam) timber frame buildings. It describes the wide range of connections that can be used in glulam frames, for both single storey and multi-storey buildings, with particular reference to seismic loading.
 Several new connections incorporating epoxied steel bars are described in detail. Testing of these connections under simulated seismic loading is reported, with recommendations for seismic design.
 A design procedure is given for low rise multi-storey glulam frame buildings.
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Potty, Narayanan Sambu, and Mohd Redzuan Abdul Hamid. "Evaluation of Multi Storey Structures in Malaysia." Applied Mechanics and Materials 567 (June 2014): 571–76. http://dx.doi.org/10.4028/www.scientific.net/amm.567.571.

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Malaysia has not traditionally considered earthquake and hurricane loading in design. Several tremors in neighboring countries necessitated a relook at the seismic reliability of structures in Kuala Lumpur and Penang with significant seismic risk. The study started with simple vertical load analysis (the current practice) and then the earthquake and the wind loading were imposed. The integrity of structures was evaluated for serviceability deflections using UBC 1997, IS 875-3-1987 and IS 1893. Permissible deflections were exceeded at 40 m/s for 87 m height buildings; at 45m/s for above 70 m he
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Singh, Vaishali, Nikhil Raj, and R. K. Rao. "Analysis of Multi-Storey Structures using MATLAB." DJ Journal of Advances in Electronics and Communication Engineering 5, no. 1 (2018): 10–20. http://dx.doi.org/10.18831/djece.org/2019011002.

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Nefovska-Danilovic, Marija, Mira Petronijevic, and Branko Savija. "Traffic-induced vibrations of frame structures." Canadian Journal of Civil Engineering 40, no. 2 (2013): 158–71. http://dx.doi.org/10.1139/cjce-2011-0247.

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Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed S
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Ambetkar, Vighnesh, Abbas Ahmed, and Deepak Kumar. "Optimization of Stiffness and Damping for Multi-storey Structures." Procedia Engineering 144 (2016): 148–55. http://dx.doi.org/10.1016/j.proeng.2016.05.018.

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Fan, Fa-Gung, and Goodarz Ahmadi. "Floor response spectra for base-isolated multi-storey structures." Earthquake Engineering & Structural Dynamics 19, no. 3 (1990): 377–88. http://dx.doi.org/10.1002/eqe.4290190307.

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Naud, Nicolas, Luca Sorelli, Alexander Salenikovich, and Samuel Cuerrier-Auclair. "Fostering GLULAM-UHPFRC composite structures for multi-storey buildings." Engineering Structures 188 (June 2019): 406–17. http://dx.doi.org/10.1016/j.engstruct.2019.02.049.

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Fenwick, R. C., B. J. Davidson, and B. T. Chung. "P-delta actions in seismic resistant structures." Bulletin of the New Zealand Society for Earthquake Engineering 25, no. 1 (1992): 56–69. http://dx.doi.org/10.5459/bnzsee.25.1.56-69.

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The results of several thousands of inelastic time history analyses, which have been made on single degree of freedom structures to assess P-delta effects induced in earthquakes, are reviewed. The principal factors influencing P-delta actions are shown to be the ductility, the duration of the severe ground motion, the level of damping and the period of the structure. A method of designing for P-delta effects for single degree of freedom structures is presented. A limited number of analyses of multi-storey frames and walls indicate that the approach may be used for multi-storey structures. This
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Konovalov, M., and G. Kozinets. "Prospects for the multi-storey buildings construction using wooden structures." IOP Conference Series: Materials Science and Engineering 698 (December 18, 2019): 022062. http://dx.doi.org/10.1088/1757-899x/698/2/022062.

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Zalka, K. A. "Torsional analysis of multi-storey building structures under horizontal load." Structural Design of Tall and Special Buildings 22, no. 2 (2010): 126–43. http://dx.doi.org/10.1002/tal.665.

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Dissertations / Theses on the topic "Multi-storey structures"

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Kuai, Le. "Parametrized Finite Element Simulation of Multi-Storey Timber Structures." Thesis, Linnéuniversitetet, Institutionen för skog och träteknik (SOT), 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-66825.

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With the acceleration of global urbanization trends, more and more intentions are put on multi-storey buildings. As the world leading area of wood construction, European countries started the construction of multi-storey timber building for a decade ago. However, unlike the traditional buildings made of reinforced concrete, the design of wooden high-rise timber buildings would face a substantial amount of new challenges because such high-rise timber buildings are touching the limitations of the timber engineering field. In this thesis, a parameterized three-dimensional FE-model (in ABAQUS) of
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Svanerudh, Patrik. "Design support system for multi-storey timber structures : Patrik Svanerudh." Luleå : Luleå University of Technology, 2001. http://epubl.luth.se/1402-1544/2001/20/index.html.

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Fang, Cheng. "Robustness of multi-storey steel-composite structures under localised fire." Thesis, Imperial College London, 2012. http://hdl.handle.net/10044/1/9646.

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While current assessment methods for preventing progressive collapse are mainly associated with blast and impact loading, no systematic framework is currently available for the practical and rational assessment of robustness of multi-storey building structures under localised fire. In this thesis, a robustness assessment framework with various alternative levels of sophistication is presented with the aim of bridging the gap between the topics of structural fire resistance and progressive collapse. The robustness assessment framework developed in this thesis is comprised of four basic componen
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Vessby, Johan. "Shear walls for multi-storey timber buildings." Licentiate thesis, Växjö University, School of Technology and Design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2420.

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<p>Wind loads acting on wooden building structures need to be dealt with adequately in order to ensure that neither the serviceability limit state nor the ultimate limit state is exceeded. For the structural designer of tall buildings, avoiding the possibly serious consequences of heavy wind loading while taking account at the same time of the effects of gravitation can be a real challenge. Wind loads are usually no major problem for low buildings, such as one- to two-storey timber structures involving ordinary walls made by nailing or screwing sheets of various types to the frame, but when ta
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Wong, Ricky Chin Wey. "Construction time and cost of multi-storey post-tensioned timber structures." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/5256.

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The environmentally friendly and high performance multi-storey LVL timber system developed at the University of Canterbury (UC) consisting of post-tensioned frames and shear walls is referred to as the Pres-Lam system. It is possible that this structural system has the ability to increase productivity and reduce construction costs when compared with concrete and steel construction materials. As the Pres-Lam system is a new technology, the actual construction time and cost are still unknown. The outcome of this research will add value to the construction industry and encourage the industry to c
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Vessby, Johan. "Analysis of shear wallsfor multi-storey timber buildings." Doctoral thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-11489.

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This doctoral thesis addresses questions of how wind loads acting on multistoreytimber buildings can be dealt with by structural design of such buildings.The conventional use of sheathing either nailed or screwed to a timberframework is considered, together with other stabilizing structures such ascross-laminated timber panels.The finite element method was employed in simulating the structuralbehaviour of stabilizing wall units. A series of studies was carried out of walls inwhich the sheathing was nailed to a timber frame. Different structural levelswere studied starting with modelling the pe
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Lamont, Susan. "The behaviour of multi-storey composite steel framed structures in response to compartment fires." Thesis, University of Edinburgh, 2001. http://hdl.handle.net/1842/1485.

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For many years, the ability of highly redundant composite framed structure to resist the effect of a fire have been undervalued and misunderstood. A great deal of work on the behavior of composite steel-concrete structures in fire has been developed since the Cardington frame fire tests (UK) conducted in the 1990s.
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Morello, Denise. "Seismic performance of multi-storey structures designed with cold-formed steel wood sheathed shear walls." Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=40764.

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Despite the widespread use of cold-formed steel (CFS) in Canada, the 2005 National Building Code of Canada (NBCC) do not address the seismic design. Previous research conducted at McGill University resulted in the development of a design procedure and seismic force modification factors related to ductility and overstrength, Rd and Ro, for the CFS frame wood sheathed shear wall system. Based on this prior research, the American Iron and Steel Institute (AISI) included the design procedure and the force modification factors for the wood sheathed shear walls into the North American Lateral Stand
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Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.
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Zaghlool, Baher SalahElDeen Othman Ahmed. "Behaviour of three-dimensional concrete structures under concurrent orthogonal seismic excitations." Thesis, University of Canterbury. Civil Engineering, 2007. http://hdl.handle.net/10092/1177.

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This thesis is a study into the response and seismic safety of three-dimensional multi-storey concrete structures under concurrent orthogonal seismic excitations. It employs the nonlinear time-history method as its analysis tools. Time-history analyses rely heavily on their utilised earthquake records. Accordingly, this study examines the different approaches of selecting earthquake suites and develops a methodology of selecting representative earthquake scenarios. This methodology is credibly implemented in selecting a far- and a near field suites representative of the New Zealand seismic haz
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Books on the topic "Multi-storey structures"

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Multi-storey precast concrete framed structures. Blackwell Science, 1996.

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Elliott, Kim S., and Colin K. Jolly, eds. Multi-storey Precast Concrete Framed Structures. John Wiley & Sons, Ltd, 2013. http://dx.doi.org/10.1002/9781118587379.

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Design of multi-storey precast concrete structures: FIP recommendations. T. Telford, 1986.

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Özmen, Günay. Çok katlı yapılarda burulma düzensizligi =: Torsional irregularity in multi-storey structures. Türkiye Deprem Vakfı, 2001.

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Smith, Ian, and Andrea Frangi. Use of Timber in Tall Multi-Storey Buildings. International Association for Bridge and Structural Engineering (IABSE), 2014. http://dx.doi.org/10.2749/sed013.

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&lt;p&gt;Since the dawn of civilization, timber has been a primary material for achieving great structural engineering feats. Yet during the late 19th century and most of the 20th century it lost currency as a preferred material for construction of large and tall multi-storey building superstructures. This Structural Engineering Document (SED) addresses a reawakening of interest in timber and timber-based products as primary con-struction materials for relatively tall, multi-storey buildings. Emphasis throughout is on holistically addressing various aspects of performance of complete systems,
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National Economic DevelopmentCouncil. Constructional Steelwork Economic Development Committee. Efficiency in the construction of steel framed multi-storey buildings. National Economic Development Office, 1985.

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Structural Analysis of Multi-Storey Building Structures. Taylor & Francis Group, 2012.

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Elliott, Kim S., and Colin Jolly. Multi-Storey Precast Concrete Framed Structures. Wiley & Sons, Incorporated, John, 2013.

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Multi-Storey Precast Concrete Framed Structures. Blackwell Science, 2000.

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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 structures"

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Vayas, Ioannis, John Ermopoulos, and George Ioannidis. "Multi storey buildings." In Design of Steel Structures to Eurocodes. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95474-5_7.

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Phocas, Marios C., and George Pamboris. "Multi-storey Structures with Seismic Isolation at Storey-Levels." In Computational Methods in Applied Sciences. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-47798-5_9.

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Flodén, Ola, Kent Persson, and Göran Sandberg. "Coupling Elements for Substructure Modelling of Lightweight Multi-storey Buildings." In Dynamics of Coupled Structures, Volume 1. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04501-6_10.

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Banugariya, Nikunj D., and S. S. Solanke. "Analysis of Multi-storey Structures with Respect to Sequential Analysis." In Smart Technologies for Energy, Environment and Sustainable Development. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_37.

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Manoukas, Grigorios, and Asimina Athanatopoulou. "Optimum Torsion Axis of Multi-storey Buildings Based on Their Dynamic Properties." In Seismic Behaviour and Design of Irregular and Complex Civil Structures III. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_21.

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Dorn, Christian, Alexander Stief, Markus Jahreis, and Karl Rautenstrauch. "Hybrid Wall-Slabs for Multi-storey Buildings: Made of Timber with a Directly Applied Mineral Cover Layer." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_46.

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Krommer, Michael, and Markus Zellhofer. "Monitoring and control of multi-storey frame structures by strain-type actuators and sensors." In Mechanics and Model-Based Control of Smart Materials and Structures. Springer Vienna, 2010. http://dx.doi.org/10.1007/978-3-211-99484-9_13.

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Bosco, Melina, Giovanna A. F. Ferrara, Aurelio Ghersi, Edoardo M. Marino, and Pier Paolo Rossi. "Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_17.

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Pradlwarter, H. J., and G. I. Schuëller. "Accuracy and Limitations of the Method of Equivalent Linearization for Hysteretic Multi-Storey Structures." In Nonlinear Stochastic Dynamic Engineering Systems. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83334-2_1.

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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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&lt;p&gt;This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.&lt;/p&gt;
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Conference papers on the topic "Multi-storey structures"

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Qian, Kai, Yu-Liang Huang, Dong-Qiu Lan, and Xiao-Fang Deng. "Reliability of Single-Storey Substructures to Equivalently Investigate Behavior of Multi-Storey Frames." In Structures Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.007.

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Phocas, M. C., and G. Pamboris. "Multi-storey structures with compound seismic isolation." In ERES 2009. WIT Press, 2009. http://dx.doi.org/10.2495/eres090191.

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Liu, Ru, Buick Davison, and Andrew Tyas. "A Study of Progressive Collapse in Multi-Storey Steel Frames." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)218.

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Assi, R., M. Dliga, and G. Yao. "Horizontal and Vertical Seismic Acceleration Demands in Multi-Storey Buildings." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480427.019.

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Brownjohn, James, Christopher Middleton, Tso-Chien Pan, and Su-Chern Tan. "Vibration Serviceability Assessment of Floors in a Multi-Use, Multi-Storey Industrial Complex." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.227.

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van Beerschoten, W., A. Palermo, and D. Carradine. "Gravity Design of Post-Tensioned Timber Frames for Multi-Storey Buildings." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.153.

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Thiers-Moggia, Rodrigo, and Christian Málaga-Chuquitaype. "SEISMIC PROTECTION OF MULTI-STOREY ROCKING STRUCTURES WITH INERTERS." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9124.19441.

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Sardiwal, Devendra, Rekha Shinde, and Oshin Victor. "A performance based seismic analysis of irregular multi-storey building with soft-storey: A review." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127132.

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L., Disarno. "Inelastic Response of Composite Steel and Concrete Framed Multi-Storey Buildings." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_bus-th008.

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Bantilas, Kosmas E., Ioannis E. Kavvadias, Lazaros Vasiliadis, and Anaxagoras Elenas. "DYNAMIC RESPONSE OF MULTI-STOREY STRUCTURES SEISMICALLY ISOLATED USING KINEMATIC BEARINGS." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8588.18972.

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Reports on the topic "Multi-storey structures"

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MULTI-STOREY COMPOSITE FRAMED-STRUCTURES DUE TO EDGE-COLUMN LOSS. The Hong Kong Institute of Steel Construction, 2020. http://dx.doi.org/10.18057/ijasc.2020.16.1.3.

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