Rocking Response of Rigid Blocks

碩士 === 國立交通大學 === 土木工程系 === 87 === In this thesis, the rocking behaviors of rigid blocks under both free-rocking and horizontal ground excitations are investigated. During the process of rocking, energy is dissipated by switching back and forth the rotation centers at the two toes of the block alter...

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Main Authors: Chien-Chao Wang, 王建超
Other Authors: Yen-Po Wang
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/06762713772388830407
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spelling ndltd-TW-087NCTU00150612016-07-11T04:13:34Z http://ndltd.ncl.edu.tw/handle/06762713772388830407 Rocking Response of Rigid Blocks 剛體晃動行為之研究 Chien-Chao Wang 王建超 碩士 國立交通大學 土木工程系 87 In this thesis, the rocking behaviors of rigid blocks under both free-rocking and horizontal ground excitations are investigated. During the process of rocking, energy is dissipated by switching back and forth the rotation centers at the two toes of the block alternatively. However, as the height-to-width ratio of the rigid block increases, the energy dissipation due to rocking decreases. The numerical solutions by the fourth-order Runge-Kutta method has proved to be sufficient as compared with the analytical results. It is in turn used to analyze the rocking behavior of rigid blocks under earthquake excitations. Simulation results also indicate that, as the block is slender (H/B>3) and initial angle of rotation is small, the governing equation of rocking can be linearized with sufficient accuracy. Yen-Po Wang 王彥博 1999 學位論文 ; thesis 75 zh-TW
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description 碩士 === 國立交通大學 === 土木工程系 === 87 === In this thesis, the rocking behaviors of rigid blocks under both free-rocking and horizontal ground excitations are investigated. During the process of rocking, energy is dissipated by switching back and forth the rotation centers at the two toes of the block alternatively. However, as the height-to-width ratio of the rigid block increases, the energy dissipation due to rocking decreases. The numerical solutions by the fourth-order Runge-Kutta method has proved to be sufficient as compared with the analytical results. It is in turn used to analyze the rocking behavior of rigid blocks under earthquake excitations. Simulation results also indicate that, as the block is slender (H/B>3) and initial angle of rotation is small, the governing equation of rocking can be linearized with sufficient accuracy.
author2 Yen-Po Wang
author_facet Yen-Po Wang
Chien-Chao Wang
王建超
author Chien-Chao Wang
王建超
spellingShingle Chien-Chao Wang
王建超
Rocking Response of Rigid Blocks
author_sort Chien-Chao Wang
title Rocking Response of Rigid Blocks
title_short Rocking Response of Rigid Blocks
title_full Rocking Response of Rigid Blocks
title_fullStr Rocking Response of Rigid Blocks
title_full_unstemmed Rocking Response of Rigid Blocks
title_sort rocking response of rigid blocks
publishDate 1999
url http://ndltd.ncl.edu.tw/handle/06762713772388830407
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