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Dissertations / Theses on the topic 'Multistoried Building'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Chaku, Autar Kishen. "Seismic behaviour of pile supported multistorey buildings." Thesis, 1989. http://localhost:8080/iit/handle/2074/5858.

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12

Chen, Kun-Yu, and 詹坤玉. "System Identification Theory of Torsionally Coupled Multistorey buildings." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/62575829412126250050.

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碩士<br>國立中央大學<br>土木工程研究所<br>92<br>Abstract An knowledge of the dynamic properties of building structural systems is necessary besides for accurate predictions of the dynamic responses of the systems in the seismic design of building structures, health monitoring and damage detection of existing building structures. This study is concerned with the uniqueness of the results in the identification of such properties and feasibility of the identification methods proposed here in actual application using limited earthquake records. More specifically, the viscous damping and stiffness distributions,

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13

Tanwani, Nanik. "Seismic analysis of multistorey buildings on individual footings." Thesis, 1994. http://localhost:8080/iit/handle/2074/5941.

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14

DWIVEDI, ARCHIT. "SEISMIC ANALYSIS OF MULTISTOREYED BUILDINGS WITH AND WITHOUT FLOATING COLUMNS." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16253.

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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. The study is carried out on a building with floating columns. The plan layout of the bui

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15

Mahammad, Yaar. "Seismic Performance of Multistorey Reinforced Concrete Buildings By Pushover Analysis." Thesis, 2015. http://ethesis.nitrkl.ac.in/7027/1/Seismic_Muhammad_2015.pdf.

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The buildings are constructed mostly based on the usual standard codes considering the gravity loads consisting of the self-weight of the structure and the live load. These structures are experiencing low magnitude loads in their design life that leads only to the elastic range response, however, strong loads such as a sudden earthquake will lead the structure beyond its elastic limit. The performance of Reinforced Concrete structures will be nonlinear under seismic loads so the nonlinear behavior of reinforced buildings will be defined by the formation of plastic hinges and loss of considerab

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16

Rao, K. Rama Mohana. "Seismic analysis of torsionally coupled multistorey buildings on layered soil stratum." Thesis, 1996. http://localhost:8080/iit/handle/2074/5986.

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17

Sewell, Cheryl Dale. "Inelastic response of torsionally unbalanced multistorey shearwall buildings designed using elastic static and dynamic analyses." Thesis, 2000. http://hdl.handle.net/2429/10963.

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Damage to buildings during recent earthquakes caused by increased torsional response supports the need to improve upon the existing building code design guidelines through developing a better understanding of the response of asymmetric buildings with the intent to restrict the construction of torsionally precarious structures. The effects of torsion on building response is a complex problem for even single storey structures because so many parameters are involved in the description of linear and nonlinear torsional response. Discrepancies exist between the results of many previous studie

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18

Bhat, Javeed Ahmad. "Impact of torsional ground motoin on the sesmic response of multistorey buildings on compliant foundation." Thesis, 2003. http://localhost:8080/iit/handle/2074/6099.

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19

Alasgarov, Amir Elxan Oglu. "Seismic Design according to Eurocode 8 and AzDTN 2.3-1: Case study of multistorey building in Baku." Master's thesis, 2021. http://hdl.handle.net/10400.8/6347.

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Detailed and entire research in the comparison of seismic behaviour of reinforced concrete structures under European seismic code and Azerbaijan seismic code are not yet provided. However, there are big interests from the Azerbaijan Republic to involve European codes as state construction norms in Azerbaijan. Because of this, comparison has been made to help Azerbaijan move to European Standards. The following aspects were taken into account in order to make a comparison of seismic codes: design states, structural types, ground conditions, important classes, seismic zones, horizontal elastic

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20

Cavallaro, Giovanni Ferrante. "Pseudo-dynamic tests and numerical analysis of free from damage Multistorey Steel Buildings with innovative connections." Doctoral thesis, 2019. http://hdl.handle.net/10316/95020.

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One of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). 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 in beams, columns and connections. The mo

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21

Mahesh, M. K. "Effect of foundation compliance and of rotational components of earthquake on seismic response of torsionally coupled multistorey buildings." Thesis, 2000. http://localhost:8080/iit/handle/2074/6107.

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22

Reddy, M. Srinivasa. "A study on the temperature and heat flow behaviour of a room in top floor of a multistorey residential building located in Delhi." Thesis, 1988. http://localhost:8080/iit/handle/2074/5857.

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23

Секачева, А. А., та A. A. Sekacheva. "Численный анализ длины и формы элемента трубопроводной системы, выполненный с целью прогнозирования и исключения возможности возникновения резонансных режимов : магистерская диссертация". Master's thesis, 2017. http://hdl.handle.net/10995/55412.

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Диссертация посвящена проблеме возникновения шума и вибрации от трубопроводных систем многоэтажных зданий. Предложен способ определения вероятности возникновения повышенных вибраций с помощью модального анализа в программном комплексеANSYS Workbench. Представлены результаты численного анализа влияния длины, диаметра и толщины стенки участка трубопровода на изменение значений частот его собственных колебаний с целью прогноза риска возможных резонансных режимов. Выполнены статистический и регрессионный анализы.<br>The dissertation discusses the occurrence of noise and vibration from the piping s

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