| Summary: | 碩士 === 國立成功大學 === 建築研究所 === 81 === The purpose of this study is to investigate the earthquake-
resistant behavior of high-rise R.C. frame infilled with
shear wall. The influence of parameters such as numbers of
span, shear wall system , earthquake type , and peak
value of ground acceleration are also investigated. In this
study, first, we adopt " SIMQKE " program to generate the
synthetic accelerogroms of Outer-Taipei-Basin area and
Hualien area, then we develope a computer program for
nonlinear time-history analysis. In the computer program,
the Wilson-θ integration, Takeda hysteresis rule of R.C.
member are adopted. The relationship between axial force and
moment- curvature also has been considered. The modification
of EI and GA at each time step is assumed to be independent.
According to the cases analyzed, we obtain that 1.Frame
infilled with shell wall may reduce the relative floor
displacement and overturn moment. However it will increase
base shear. 2.The collapse mechanism of pure-frame system is
different from that of super-frame system and super-
column system. The ductility of pure-frame system is better
than that of super- frame system and super-column system.
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