The analysis program development and study of multiple dimension seismic
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 84 === The main purpose of the thesis is to develop a useful multiple dimension (3-D) seismic analysis program, and use this program to study vertical seismic effects. This program is capable to do dynamic t...
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ndltd-TW-084NTUST5120812016-07-13T04:11:03Z http://ndltd.ncl.edu.tw/handle/51321931153756968075 The analysis program development and study of multiple dimension seismic 多維地震分析程式之發展與探討 Shyu,Dah-Cherng 徐大程 碩士 國立臺灣科技大學 營建工程技術學系 84 The main purpose of the thesis is to develop a useful multiple dimension (3-D) seismic analysis program, and use this program to study vertical seismic effects. This program is capable to do dynamic time-history analysis of beam-column structures. Though this program consider merely the P-Delta effect (one of geometrical nonlinear analysis), but it was written by a flowchart which consider the nonlinear material. It is hoped that this program can be continued to develop, therefore a model for nonlinear dynamic analysis was established and some common methods were compared also. Studies have been made for problems of vertical seismic effects, also for Earthquake- Resistant Design Codes of Taiwan and China. Besides, this thesis have introduced a simply method for rigid-floor diaphragm modeling,and have built a model which is useful to analyze vertical seismic effects. Pan,Chan-Ping 潘誠平 1996 學位論文 ; thesis 101 zh-TW |
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碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 84 === The main purpose of the thesis is to develop a useful multiple
dimension (3-D) seismic analysis program, and use this program
to study vertical seismic effects. This program is capable to
do dynamic time-history analysis of beam-column structures.
Though this program consider merely the P-Delta effect (one of
geometrical nonlinear analysis), but it was written by a
flowchart which consider the nonlinear material. It is hoped
that this program can be continued to develop, therefore a
model for nonlinear dynamic analysis was established and some
common methods were compared also. Studies have been made for
problems of vertical seismic effects, also for Earthquake-
Resistant Design Codes of Taiwan and China. Besides, this
thesis have introduced a simply method for rigid-floor
diaphragm modeling,and have built a model which is useful to
analyze vertical seismic effects.
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author2 |
Pan,Chan-Ping |
author_facet |
Pan,Chan-Ping Shyu,Dah-Cherng 徐大程 |
author |
Shyu,Dah-Cherng 徐大程 |
spellingShingle |
Shyu,Dah-Cherng 徐大程 The analysis program development and study of multiple dimension seismic |
author_sort |
Shyu,Dah-Cherng |
title |
The analysis program development and study of multiple dimension seismic |
title_short |
The analysis program development and study of multiple dimension seismic |
title_full |
The analysis program development and study of multiple dimension seismic |
title_fullStr |
The analysis program development and study of multiple dimension seismic |
title_full_unstemmed |
The analysis program development and study of multiple dimension seismic |
title_sort |
analysis program development and study of multiple dimension seismic |
publishDate |
1996 |
url |
http://ndltd.ncl.edu.tw/handle/51321931153756968075 |
work_keys_str_mv |
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