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Seismic response assessment of building structures with underground stories: a state-of-the-art review

Seismic response assessment of building structures with underground stories: a state-of-the-art... The dynamic response of building structures built on compliant soil can be influenced by the intricate seismic soil-structure interaction (SSI). This complex mechanism often arises from inertial and kinematic interaction, which is due to inertia-driven forces and the presence of stiff subterranean components on or in soil, respectively. Studies of the seismic SSI response analysis of structures demonstrate that incorporation of the interdependent SSI effects plays a noteworthy part in the seismic force demand and dynamic characteristics of the superstructure. In this direction, numerous researchers have paid significant consideration to seismic SSI effects, but most of the studies were confined to shallow and deep foundations. According to the present review, very few studies have been carried out on building structures featuring embedded basement stories. This paper intends to provide a brief state-of-the-art review of seismic SSI studies related to building with subterranean levels resting on different types of foundations. A comprehensive review of various alternative foundation-soil modelling approaches, seismic response analysis methods of buildings with subterranean levels available in the literature, and requirements specified in well-known seismic resistance design codes and their SSI guidelines have been addressed. A review of recent studies from the last few decades in the present paper targeted area has also been attempted to provide. Finally, the fissures that have not received adequate consideration in previous studies have been emphasized at the end. Furthermore, other related research that is deemed relevant and integral in SSI studies has been discussed regardless of the structure type. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Innovative Infrastructure Solutions Springer Journals

Seismic response assessment of building structures with underground stories: a state-of-the-art review

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References (151)

Publisher
Springer Journals
Copyright
Copyright © Springer Nature Switzerland AG 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
ISSN
2364-4176
eISSN
2364-4184
DOI
10.1007/s41062-022-00942-5
Publisher site
See Article on Publisher Site

Abstract

The dynamic response of building structures built on compliant soil can be influenced by the intricate seismic soil-structure interaction (SSI). This complex mechanism often arises from inertial and kinematic interaction, which is due to inertia-driven forces and the presence of stiff subterranean components on or in soil, respectively. Studies of the seismic SSI response analysis of structures demonstrate that incorporation of the interdependent SSI effects plays a noteworthy part in the seismic force demand and dynamic characteristics of the superstructure. In this direction, numerous researchers have paid significant consideration to seismic SSI effects, but most of the studies were confined to shallow and deep foundations. According to the present review, very few studies have been carried out on building structures featuring embedded basement stories. This paper intends to provide a brief state-of-the-art review of seismic SSI studies related to building with subterranean levels resting on different types of foundations. A comprehensive review of various alternative foundation-soil modelling approaches, seismic response analysis methods of buildings with subterranean levels available in the literature, and requirements specified in well-known seismic resistance design codes and their SSI guidelines have been addressed. A review of recent studies from the last few decades in the present paper targeted area has also been attempted to provide. Finally, the fissures that have not received adequate consideration in previous studies have been emphasized at the end. Furthermore, other related research that is deemed relevant and integral in SSI studies has been discussed regardless of the structure type.

Journal

Innovative Infrastructure SolutionsSpringer Journals

Published: Dec 1, 2022

Keywords: Seismic soil-structure interaction; Buildings; Subterranean levels; Modelling and analysis techniques; Earthquake engineering; Review article

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