| Summary: | 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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