@article{oai:kumadai.repo.nii.ac.jp:00029155,
 author = {Wijaya, Ming Narto and 片山, 拓朗 and Katayama, Takuro and Yamao, Toshitaka and ウィジャヤ, ミン ナルト and 片山, 拓朗 and Katayama, Takuro and 山尾, 敏孝},
 issue = {2},
 journal = {International Journal of Civil Engineering and Technology (IJCIET)},
 month = {Feb},
 note = {application/pdf, 論文(Article), Seismic isolation is the most important in earthquake resistant structural design. Many isolation techniques have been developed to reduce the impact of earthquake. The seismic responses of eleven-storey models of folded cantilever shear structure as a proposed structure have been studied numerically. Folded cantilever shear structure (FCSS) consist of fixed-movable-fixed supported shear sub-frames and connection rigid sub-frame which connect their sub-frames at the top. The movable sub-frame is supported by roller bearings and additional viscous damper are attached laterally between beams. In order to evaluate the efficiency of the seismic isolation system and the effect of earthquake ground motions, different structures as fixed base, rubber bearing system, and folded cantilever shear structure were analyzed. The analyses were carried out under some ground motions namely El-Centro 1940, Hachinohe 1968, and Taft 1952 earthquakes. The maximum acceleration and displacement responses for the seismic isolation were reduced generally. The main objective here is to make a comparison between the seismic isolation and fixed based structure, rather than comparing the seismic isolation within themselves. The earthquake responses are compared and results are discussed.},
 pages = {9--19},
 title = {DYNAMIC ANALYSIS OF FOLDED CANTILEVER SHEAR STRUCTURE AND BASE ISOLATED STRUCTURE},
 volume = {5},
 year = {2014},
 yomi = {カタヤマ, タクロウ and カタヤマ, タクロウ and ヤマオ, トシタカ}
}