Relevant bibliographies by topics / Multistoried Building

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

Academic literature on the topic 'Multistoried Building'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Multistoried Building"

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Assistant, Prof Patil Jaya Dr. P. M. Alandkar. "DRIFT ANALYSIS IN MULTISTORIED BUILDING." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 12 (2016): 490–505. https://doi.org/10.5281/zenodo.203914.

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In Multistoried building design, lateral load ((i.e. wind or earthquake loads) are mainly responsible for drift which very often dictates in selection of structural system for high rid. To bring the maximum drift down to allowable limits, cross sectional of beams and columns have to increase in many case. For buildings having small number of storey, lateral load rarely affect of the building increase, the increase in size of structural members and possible rearrangements of the structure to account for lateral load. The lateral displacement in moment frames is the greatest among the other late
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Bhade, Shweta S. "Construction Sequence Analysis and Conventional Lumped Analysis considering P-Delta Effect by Using Etabs." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1181–89. http://dx.doi.org/10.22214/ijraset.2021.36448.

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While analyzing a multistorey building frame, conventionally all the probable loads are applied after modeling the entire building frame. But in practice the frame is constructed in various stages. Accordingly, the stability of frame varies at every construction stage. Even during construction freshly placed concrete floor is supported by previously cast floor by formwork. Thus, the loads assumed in conventional analysis will vary in transient situation. Obviously, results obtained by the traditional analysis will be unsuitable. Therefore, the frame should be analyzed at every construction sta
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Dhakal, Ashish, and Rajendra Shrestha. "Torsional Improvements in a Multistoried Building with Plan Irregularities." Journal of Advanced College of Engineering and Management 7, no. 01 (2022): 17–27. http://dx.doi.org/10.3126/jacem.v7i01.47317.

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Irregular buildings consist of large number of modern urban structures. Though some buildings look symmetrical in plan might have irregular distribution of mass, strength and stiffness along the plan and height of the buildings. In common sense, a building with a regular geometry is supposed to be regular building. While the building is designed to be used for different functions along the building area and along the building plan the presence of opening, staircase positioning and positioning of the shear/core wall for different purpose like lift and HVAC (Heating, Ventilation and Air Conditio
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Mulgund, Akshata A. "Seismic Evaluation of Multistoried Building with Infill Masonry." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 45–49. http://dx.doi.org/10.9756/bijmmi.8155.

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Sharma, Mohit, and Dr Savita Maru. "“Dynamic Analysis of Multistoried Regular Building”." IOSR Journal of Mechanical and Civil Engineering 11, no. 1 (2014): 37–42. http://dx.doi.org/10.9790/1684-11123742.

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Shaher, Dr Aref Murshed. "Foundation and Analysis of Multistoried High-Rise-Building." مجلة جامعة الملكة أروى العلمية المحكمة 1, no. 25 (2023): 23. http://dx.doi.org/10.58963/qausrj.v1i25.103.

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Analysis and design of buildings for static forces is a routine af- fair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamics for interpretation of analytical results. Reinforced concrete (RC) frame buildings are most common type of constructions in urban, which are sub- jected to several types of forces during their lifetime, such as static forces due to dea
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Barua, Saurav, and Rabaka Sultana. "A Study on Influence of Core Wall in Frame Structure Under Seismic Load." DIU Journal of Science & Technology 15, no. 1 (2024): 31–36. https://doi.org/10.5281/zenodo.13826919.

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Seismic load is crucial for the structural design of multistoried buildings. The study delves to evaluate performance of core wall in the building frame under seismic loading. Two models are compared in this research. One is typical frame structure without any shear wall i.e. model 1 and another one is frame structure with core wall, i.e. model 2. The study found that frame structure with core wall (model 2) have much lower story drift in comparison with frame structure without shear wall (model 1). Vis-à-vis, frame structure with core wall (model 2) experiences lower column reactions,
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Mev, Abdullah. "Out of Plane Offset in Multistoried Buildings: Analysis and Significance for Best Possibility Model Case." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 4530–39. http://dx.doi.org/10.22214/ijraset.2023.54480.

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Abstract: The phenomenon of out of plane offset in multistoried buildings has gained significant attention in the field of structural engineering. Out of plane offset refers to the vertical displacement or misalignment of structural components, such as walls or columns, in relation to the main vertical load-bearing elements of a building. This research paper aims to investigate the best possible strategies associated with out of plane offset in multistoried buildings. For this, total 6 possibility model cases with one additional case of 1.1 has made and all 7 cases analysed. When compared the
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Tiwari, Nitin. "Seismic Responses Analysis of Multistoried RC Building." International Journal for Research in Applied Science and Engineering Technology 6, no. 11 (2018): 155–62. http://dx.doi.org/10.22214/ijraset.2018.11028.

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., Nonika N. "SEISMIC ANALYSIS OF VERTICAL IRREGULAR MULTISTORIED BUILDING." International Journal of Research in Engineering and Technology 04, no. 09 (2015): 448–52. http://dx.doi.org/10.15623/ijret.2015.0409082.

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Dissertations / Theses on the topic "Multistoried Building"

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Widodo. "Rocking of multistorey buildings." Thesis, University of Canterbury. Civil Engineering, 1995. http://hdl.handle.net/10092/5973.

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In the past few decades, engineers have realized that an appropriate estimation of energy dissipation on the structural system is one of the important roles in aseismic design of building structures located in hazardous seismic areas H26,P26,V9. The inelastic load-deformation behaviour of the structural members and vibration of the foundations on the flexible soil medium are two important features of the energy dissipation. Soil-structure interaction is the way to refine the existing common methods in structural analysis as it able to take into account the soil-foundation energy dissipation fr
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Charng, Peng-Hsiang. "Base isolation for multistorey building structures." Thesis, University of Canterbury. Civil Engineering, 1998. http://hdl.handle.net/10092/5851.

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Earthquakes are one of nature’s greatest hazards; throughout historic time they have caused significant loss of life and severe damage to property, especially to man-made structures. On the other hand, earthquakes provide architects and engineers with a number of important design criteria foreign to the normal design process. From well established procedures reviewed by many researchers, seismic isolation may be used to provide an effective solution for a wide range of seismic design problems. The application of the base isolation techniques to protect structures against damage from earthquak
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Ahmad, Sabarinah Sh. "A study on thermal comfort and energy performance of urban multistorey residential buildings in Malaysia /." [St. Lucia, Qld.], 2004. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe.pdf.

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Ravi, Mathi. "Knowledge-based system approach to integrated design of multistorey office buildings at the preliminary stage." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0001/NQ40307.pdf.

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Ferrante, Cavallaro Giovanni. "Pseudo dynamic tests and numerical analysis of free from damage multistorey steel buildings with innovative connections." Doctoral thesis, Universita degli studi di Salerno, 2019. http://elea.unisa.it:8080/xmlui/handle/10556/4277.

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2017 - 2018<br>One of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). resistant seismic frames. This structural system is made up of frames capable of resisting seismic actions through predominantly flexural tension states. The stiffness and lateral resistance of the system depend on the flexural strength of the members and the type of connection, while the development of the plastic hinges guarantee the dissipation of the seismic input energy. The location of the dissipative zones varies according to the design approach adopted, typically they develop
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RUSI, Ilda. "Generating Innovative Perforated Patterns for Perimetric Structural Walls with Openings in Multi-Storey Buildings." Doctoral thesis, Università degli studi di Ferrara, 2021. http://hdl.handle.net/11392/2488300.

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Due to the very fast urban development and population growth to the most big cities all over the world, the multi-storey buildings have increased a lot in number. Increasingly, interest is growing in exploring structural systems that allow to build multi-storey buildings. As stated also in the literature and also by Ali. M., M, in his study in 1990, among the major issues that govern the design of a multi-storey building is fulfilling the architectural aspect such as space, function, light while ensuring also the building structural rigidity.Considering also the fact emphasized by Aminmansour
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Pratheek, Bellam, and Rishit kar. "Seismic Design of Multistoried and Multi Bay Steel Building Frame." Thesis, 2013. http://ethesis.nitrkl.ac.in/5269/1/109CE0454.pdf.

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The seismic design of building frame presented in this project is based on IS 1893-2002 and IS 800 .The aim of the present work is to analyze a multistory and multi bay (G+5) moment resisting building frame for earthquake forces following IS 1893 and then design it as per IS 800:2007 .The frame consists of six story’s and has three bays in horizontal direction and five bays in lateral direction. The selection of arbitrary sections have been done following a standard procedure. The two methods that have been used for analysis are Equivalent static load method and Response Spectrum method .A com
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SINGH, REKHA. "PUSHOVER ANALYSIS OF MULTISTOREY BUILDING." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14387.

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ABSTRACT In the practical design applications the evaluation of seismic response is usually based on linear elastic structural behaviour. However this approach may be not sufficient in limiting the damage levels of the buildings. To this purpose more accurate methods of analyses, which can predict the real behaviour under strong seismic actions, are required. The non-linear dynamic analysis is the most rigorous method. The non-linear static pushover analysis seems to be a more rational method for estimating the lateral strength and the distribution of inelastic deformations. In this th
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MEENA, RAHUL KUMAR. "EFFECTS OF BRACING SYSTEM ON MULTISTORYED STEEL BUILDING." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16202.

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In recent years, steel construction has shifted from moment-resisting frames to concentric braced frames in regions of highly seismic prone area. Bracing element in structural system by providing more stiffness plays a vital role in structural behaviour to resist earthquake forces. Concentric bracing is one of the most common lateral load resistant systems in building frames due to their manufacturing simplicity and economy. In this work, different types of bracing (X bracing, Inverted V bracing, K bracing, V bracing, Forward bracing, Backward bracing ) have been analysed and comparison has be
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Behera, Sukumar. "Seismic analysis of multistorey building with floating column." Thesis, 2012. http://ethesis.nitrkl.ac.in/3951/1/Seismic_analysis_of_multistorey_building_with_floating_column.pdf.

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In present scenario buildings with floating column is a typical feature in the modern multistory construction in urban India. Such features are highly undesirable in building built in seismically active areas. This study highlights the importance of explicitly recognizing the presence of the floating column in the analysis of building. Alternate measures, involving stiffness balance of the first storey and the storey above, are proposed to reduce the irregularity introduced by the floating columns. FEM codes are developed for 2D multi storey frames with and without floating column to study
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Books on the topic "Multistoried Building"

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Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction. Detail Business Information GmbH, The, 2018.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.

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Kaufmann, Hermann, Stefan Winter, and Stefan Krötsch. Manual of Multistorey Timber Construction: Principles - Constructions - Examples. Detail Business Information GmbH, The, 2022.

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Steel-concrete structures for multistorey buildings. Elsevier, 1991.

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Multistorey Timber Frame Buildings A Design Guide. Ihs Bre Press, 2010.

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GAUTAM, Padma. Step by Step Rcc Design of Multistorey Buildings. Independently Published, 2020.

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Colwell, Sarah. Fire Performance of External Thermal Insulation for Walls of Multistorey Buildings. IHS BRE Press, 2013.

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Book chapters on the topic "Multistoried Building"

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Johnson, Jeslin C., and Reshma Prasad. "Optimisation of Multistoried Building Using Outrigger System." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_41.

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Singh, Dipti, Shilpa Pal, and Abhishek Singh. "Seismic Analysis of Multistoried Building with Optimized Damper Properties." In Decision Science in Action. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0860-4_17.

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Bhattacharjee, J., Harshul Mehta, Shiv Dutt Singh Thakur, and Aditya Jain. "Retrofitting of a Multistoried Building with Earthquake-Resistance Design." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7615-3_4.

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Muneera, C. P., and K. J. Joe Maria. "Analysis and Mitigation of Delay in Construction of Multistoried Building." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_4.

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Anandakrishnan, G., and Jiji Antony. "Progressive Collapse Analysis of a Multistoried Building with Flat Slab." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_20.

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Kaushik, Snehal, Tabassum Nahar Saikia, Syed Maroof Hassan Syed, Suhail Jafri, and Banashree Baruah. "Response of Multistoried Building Considering Soil-Structural Interaction Under Lateral Loading." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_20.

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Sharma, Anuradha, Reena Dagar, Pradeep Muley, and N. Madani Syed. "Evaluation of Displacement and Storey Drift for Multistoried Building Using Time History Analysis." In Advances in Sustainable Construction Materials. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_73.

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Sunagar, Prashant, Aravind Bhashyam, Manish Shashikant, K. S. Sreekeshava, and Abhishek Kumar Chaurasiya. "Effect of Different Base Isolation Techniques in Multistoried RC Regular and Irregular Building." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6828-2_29.

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Oleynik, A. I., K. M. Akhmedov, and V. V. Shamov. "Stability of a Multistoried Building on a Ground Base Described by a Bilinear Model." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68984-1_36.

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Bhuiyan, Mohammad Masfiqul Alam, Mohammad Rezaul Karim, and Ahmed Hammad. "Sustainability Analysis of Structural Materials Used in Multistoried Building Construction: A Cradle to Grave Approach." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-34027-7_62.

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Conference papers on the topic "Multistoried Building"

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Wasalwar, Vaidehi, and Vivek Jayale. "Effective Positioning of Shear Wall in Multistoried Building in Medium Soil Condition Using Response Spectrum Analysis." In 2024 2nd International Conference on Emerging Trends in Engineering and Medical Sciences (ICETEMS). IEEE, 2024. https://doi.org/10.1109/icetems64039.2024.10965063.

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S, Ramamoorthy, Abhishek Yadav, and Subha Bal Pal. "Enhanced Indoor Pathfinding Navigation in Multistoried Buildings Using a Hybrid of RRT-Connect and Dijkstra's Algorithm." In 2025 International Conference on Multi-Agent Systems for Collaborative Intelligence (ICMSCI). IEEE, 2025. https://doi.org/10.1109/icmsci62561.2025.10894337.

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Massaro, Francesco Mirko, Haris Stamatopoulos, Martina Sciomenta, et al. "DEVELOPMENT OF AN INNOVATIVE STRUCTURAL SYSTEM FOR MULTISTOREY TIMBER BUILDINGS WITH INCREASED SERVICE LIFE – THE CRESTIMB PROJECT." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0241.

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Guan, Jing, Yujun Bao, and Xianyi Qian. "Design of Multistoried Building Community's Automatic Sprinkler Fire Control System." In 2009 International Conference on Information Engineering and Computer Science. IEEE, 2009. http://dx.doi.org/10.1109/iciecs.2009.5362916.

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Mathew, Ancy, and Sajeeb R. "Seismic Performance of Multistoried Building Frames with Unbonded Scrap Tyre Pad Isolators." In 6th International Conference on Modeling and Simulation in Civil Engineering. AIJR Publisher, 2023. http://dx.doi.org/10.21467/proceedings.156.26.

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Base isolation is one of the most powerful tools for earthquake protection of structures. The huge cost of conventional isolators makes them unaffordable for developing countries. The Scrap tyre pad isolator is an emerging low-cost technology for the seismic protection of structures. The tread portion of tyre can be cut into pads of definite size and arranged one above the other to form the isolator. In the present study, a G+7 storied structure isolated with scrap tyre pad isolators was analyzed using the response spectrum method in ETABS. The performance was also compared with that of conven
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Uddin, Mohammad Rejwan, Mohammad Rabiul Hossen, and Khosru M. Salim. "Design, implementation and cost analysis of a solar powered water pump for multistoried building." In 2015 3rd International Conference on Green Energy and Technology (ICGET). IEEE, 2015. http://dx.doi.org/10.1109/icget.2015.7315110.

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Joshi, Digesh D., Paresh V. Patel, and Saumil J. Tank. "Linear and Nonlinear Static Analysis for Assessment of Progressive Collapse Potential of Multistoried Building." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)323.

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Fiore, I. "An inhomogeneous inelastic beam-like model for dynamic analyses of multistorey buildings." In AIMETA 2022. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902431-65.

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Abstract. This study presents an original inelastic beam-like model for the simulation of the nonlinear dynamic behaviour of three-dimensional buildings subjected to earthquake loadings. The proposed model is defined as a step-wise shear only cantilever beam, whose segments have the same mechanical properties of the corresponding inter-storeys of the building. The inter-storey constitutive laws are calibrated by means of the results of a static nonlinear analysis performed on the 3D FEM model of the building. An inverse nonlinear static identification procedure allows obtaining an inelastic be
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Virbule, Inese, Dmitrijs Serdjuks, and Karina Buka-Vaivade. "Simplified approach for analyse of shear walls for multistorey timber buildings." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.114.

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Construction of multi-storey timber buildings represent solution to the global housing shortage which is caused by the increased urbanization and the densification of cities. Three-storey timber building with the platform framing method of major structural member’s joining of was considered as an object of investigations. The length and width of considered building were equal to 28 and 13 m, correspondingly. Simplified approach of load-bearing shear wall modelling, which is based on the replacement of the shear wall structure by the lattice structure with the equivalent stiffness, is presented
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Hrasnica, Mustafa, Amina Karavelić-Hadžimejlić, Senad Medić, and Jelena Medić. "SEISMIC EVALUATION OF THE HIGH-RISE RESIDENTIAL BUILDING WITH STRUCTURAL WALLS FROM THE LATE 60’S." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.107.

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Extensive construction of buildings with structural system made of reinforced concrete walls had been started in the early 60s of the last century, as a continuation of the rebuild of Europe after the World War II. This was especially true in the Western Balkan region. In some way these buildings replaced multistorey masonry buildings, enabled significantly higher number of floors and a larger number of apartments. A specific construction technology with the so-called tunnel formwork was applied, which enabled rapid construction progress in terms of the height of the building. Seismic resistan
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