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Titlebook: Seismic Analysis of Structures and Equipment; Praveen K. Malhotra Book 2021 Springer Nature Switzerland AG 2021 Seismic response.seismic a

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发表于 2025-3-21 19:23:37 | 显示全部楼层 |阅读模式
书目名称Seismic Analysis of Structures and Equipment
编辑Praveen K. Malhotra
视频videohttp://file.papertrans.cn/864/863855/863855.mp4
概述Presents lucid, accessible descriptions of key concepts in ground motions and structural response and easy to follow descriptions of methods used in seismic analysis.Explains the roles of strength, de
图书封面Titlebook: Seismic Analysis of Structures and Equipment; Praveen K. Malhotra Book 2021 Springer Nature Switzerland AG 2021 Seismic response.seismic a
描述.This book describes methods used to estimate forces and deformations in structures during future earthquakes. It synthesizes the topics related to ground motions with those related to structural response and, therefore, closes the gap between geosciences and engineering. Requiring no prior knowledge, the book elucidates confusing concepts related to ground motions and structural response and enables the reader to select a suitable analysis method and implement a cost‐effective seismic design..Presents lucid, accessible descriptions of key concepts in ground motions and structural response and easy to follow descriptions of methods used in seismic analysis;.Explains the roles of strength, deformability, and damping in seismic design;.Reinforces concepts with real‐world examples;.Stands as a ready reference for performance‐based/risk-based seismic design, providing guidance for achieving a cost-effective seismic design..
出版日期Book 2021
关键词Seismic response; seismic analysis; seismic design; nonlinear analysis; nonlinear‐static analysis; pushov
版次1
doihttps://doi.org/10.1007/978-3-030-57858-9
isbn_softcover978-3-030-57860-2
isbn_ebook978-3-030-57858-9
copyrightSpringer Nature Switzerland AG 2021
The information of publication is updating

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Ground Motions from Past Earthquakes,them from moving in unison with the ground. As a result, structures deform and develop stresses. This chapter discusses the ground motion characteristics which affect the response of structures. This chapter also explains how seismic loads are different from gravity and wind loads.
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Ground Motions for Future Earthquakes,uncertain. This chapter discusses the uncertainty in future ground motions and the “acceptable” level of risk in seismic design. The design ground motions are expressed by their response spectra and/or time histories. Response spectra are needed for static analyses and time histories are needed for
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Seismic Response of Multistory Buildings,rength is the lateral strength of a structure divided by its weight. Due to its much higher weight, a multistory building generally has smaller normalized strength than a one-story building. Due to cumulative nature of story deformations, a multistory building is much more deformable than a one-stor
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Seismic Response of Storage Racks,ntents. In Chaps. . and ., flexural yielding in building frames, with fully restrained connections, was shown to significantly increase their damping and deformability. While fully restrained connections are stronger than the members being, partially restrained connections are weaker than at least o
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Seismic Response of Liquid-Storage Tanks,demand on a structure. A nonlinear analysis is needed to consider all sources of deformability and damping in a structure. Ground-supported, upright, cylindrical, liquid-storage tanks are massive structures. Strength demands on tanks can be quite high. Fortunately, there are some inherent sources of
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