某高层办公楼结构抗震设计
nti-seismic property design of the high-rise office tower
随着建筑抗震和减震科学的快速发展和人们对抵抗地震灾害要求的提高,建筑抗震设计已经成为建筑业中一个至关重要的问题。本文主要针对武汉某高层办公楼建筑进行结构抗震分析和设计,包括荷载计算,结构内力计算,计算参数选取,结构模型的建立及简化,以及结构的具体设计。本文采用的分析和设计方法是底部剪力法,通过计算,得到了结构在水平地震作用下的自振周期、各层的层间侧移,可以此为基础,依据现行建筑抗震设计规范进行具体的抗震设计。
With the rapid development of science of anti-seismic and damping,people's demands to improve the seismic resistance are increasing.seismic design of buildings has become a critical issue in the construction industry. this paper is made to analysis an high-rise office building in Wuhan for structural seismic design, including load calculations, structural internal force calculation, parameters selection, the construction and simplification of structure model, and the structure's specific design. In this paper, the analysis and design methods is equivalent base shear method, through the calculation, this paper get the natural vibration period and relative storey displacement of the building under horizontal earthquakes, and conduct specific seismic design based on this and the existing earthquake resistant code of buildings.
喻祥发、褚云龙
建筑结构高层建筑建筑基础科学
底部剪力法高层建筑抗震设计层间侧移
Equivalent base shear methodHigh-rise buildingSeismic designRelative storey displacement
喻祥发,褚云龙.某高层办公楼结构抗震设计[EB/OL].(2010-10-09)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201010-75.点此复制
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