| Summary: | 碩士 === 國立成功大學 === 建築研究所 === 72 ===
The purpose of this paper was to study the interaction of frame with shear walls, and the elastoplastic seismic response existed in the reinforced concrete high-rise building structures
In review to the tall building structural behavior, we find it's bending effect greatly significant, thus here the D-trilinear model will be introduced, and the shear-bending model as well as shear model will be considered respectively. In the structural mode-analysis, acceleration response spectrum such as recorded in the Taipei Chung-Cheng Memorial Hall revised by the Earthquake Engineering Research Center at Taiwan University and the EL CENTRO earthquake at California will be adopted. On the other method, time-history analysis, we'll input it with different Kinds of drastic earthquake motion recorded in the seismic area around the world.
From this result of analysis, we find that not only is the shear-bending model definitely suitable for the elastoplastic seismic response for tall building structures, but also some Characteristics of nonlinear response of structure suffered strong earthquaKe motion. Finally, comparison and discussion will be dealt with and further understanding of earthquaKe-resistant design for high-rise building will be more deeply induced.
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