An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake

碩士 === 逢甲大學 === 土木工程學系 === 105 === Abstract Currently,the earthquake resistant design of buildings are mostly conducted by structural or related technicians. However, these technicians are often unaware of the fact that shear bandings is the major effect of tectonic earthquake,whereas vibrations is...

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Main Authors: Shau-en Hung, 洪紹恩
Other Authors: Tse-Shan Hsu
Format: Others
Language:zh-TW
Published: 2017
Online Access:http://ndltd.ncl.edu.tw/handle/qh7464
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spelling ndltd-TW-105FCU050150042019-05-15T23:17:03Z http://ndltd.ncl.edu.tw/handle/qh7464 An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake 構造地震中建築物傾斜破壞原因之探討 Shau-en Hung 洪紹恩 碩士 逢甲大學 土木工程學系 105 Abstract Currently,the earthquake resistant design of buildings are mostly conducted by structural or related technicians. However, these technicians are often unaware of the fact that shear bandings is the major effect of tectonic earthquake,whereas vibrations is the minor effect. Therefore, even if the design is in accordance with the Earthquake Resistant Design Specifications of Buildings, it only fulfills the demand created by the minor effect and totally ignores the demand brought about by the major effect. Under the guidance of the above-mentioned Earthquake Resistant Design Specifications of Buildings, most of the building tilt damage is derived from tectonic earthquake. On top of that, the assessment for the cause of building tilt damage after earthquake is often carried out without considering the major effect of tectonic earthquake, making it difficult to identify the major cause of the disaster. In this study, the author utilized a structural analysis model, which not only considers the floors of buildings above ground as typical structural or related technicians would use, but also takes into account basement, basement walls, basement wall supporting soil, foundation and foundation supporting soil. Moreover, the 3D dynamic analysis of buildings was conducted in this study by using an acceleration time history recorded during the 2016 MeiNong earthquake in Taiwan. The results of analysis showed that the amendment of the Earthquake Resistant Design Specifications of Buildings, the earthquake resistant design of buildings, and the identification of the cause for building tilt damage after earthquake should be carried out with a comprehensive structural analysis model which considers not only the minor, but also the major effects of tectonic earthquake in order to ensure the stability of buildings during tectonic earthquake and figure out the major cause to the building tilt damage. Tse-Shan Hsu 許澤善 2017 學位論文 ; thesis 110 zh-TW
collection NDLTD
language zh-TW
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description 碩士 === 逢甲大學 === 土木工程學系 === 105 === Abstract Currently,the earthquake resistant design of buildings are mostly conducted by structural or related technicians. However, these technicians are often unaware of the fact that shear bandings is the major effect of tectonic earthquake,whereas vibrations is the minor effect. Therefore, even if the design is in accordance with the Earthquake Resistant Design Specifications of Buildings, it only fulfills the demand created by the minor effect and totally ignores the demand brought about by the major effect. Under the guidance of the above-mentioned Earthquake Resistant Design Specifications of Buildings, most of the building tilt damage is derived from tectonic earthquake. On top of that, the assessment for the cause of building tilt damage after earthquake is often carried out without considering the major effect of tectonic earthquake, making it difficult to identify the major cause of the disaster. In this study, the author utilized a structural analysis model, which not only considers the floors of buildings above ground as typical structural or related technicians would use, but also takes into account basement, basement walls, basement wall supporting soil, foundation and foundation supporting soil. Moreover, the 3D dynamic analysis of buildings was conducted in this study by using an acceleration time history recorded during the 2016 MeiNong earthquake in Taiwan. The results of analysis showed that the amendment of the Earthquake Resistant Design Specifications of Buildings, the earthquake resistant design of buildings, and the identification of the cause for building tilt damage after earthquake should be carried out with a comprehensive structural analysis model which considers not only the minor, but also the major effects of tectonic earthquake in order to ensure the stability of buildings during tectonic earthquake and figure out the major cause to the building tilt damage.
author2 Tse-Shan Hsu
author_facet Tse-Shan Hsu
Shau-en Hung
洪紹恩
author Shau-en Hung
洪紹恩
spellingShingle Shau-en Hung
洪紹恩
An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
author_sort Shau-en Hung
title An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
title_short An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
title_full An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
title_fullStr An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
title_full_unstemmed An Investigation of the Causes for Tilting Failure of a Building During a Tectonic Earthquake
title_sort investigation of the causes for tilting failure of a building during a tectonic earthquake
publishDate 2017
url http://ndltd.ncl.edu.tw/handle/qh7464
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