- 摘 要
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尚文紅, 鐘玉柏, 張良平, 王衛(wèi)忠
(深圳華森建筑與工程設(shè)計(jì)顧問(wèn)有限公司,深圳518054)[摘要] 位于8度高烈度設(shè)防區(qū),Ⅲ類場(chǎng)地的大成金融商務(wù)中心A塔樓,高199. 7m,且存在斜柱,需要進(jìn)行動(dòng)力彈塑性時(shí)程分析評(píng)估其在罕遇地震作用下的性能。
[關(guān)鍵詞] 高烈度設(shè)防區(qū);動(dòng)力彈塑性時(shí)程分析
中圖分類號(hào):TU973 文獻(xiàn)標(biāo)識(shí)碼:A 文章編號(hào):1002-848X(2012) S2-0082-04Dynamic nonlinear time history analysis for Dacheng Financial Business Center in Kunming
Shang Wenhong, Zhong Yubai, Zhang Liangping, Wang Weizhong
( Huasen Arclutecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)Abstract: Dacheng Financial Business Center located at high-intensity earthquake fortification zone, with皿site type, is 199.7m height and has inclined columns. The dynanuc nonlinear time history analysis is needed to assess the performance of the structure and its components.
Keywords: high-intensity earthquake fortification zone; the dynamic nonlinear time history analysis
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