带地下室高层结构的动力计算模型

华南理工大学学报（自然科学版） ›› 2005, Vol. 33 ›› Issue (6): 89-93.

带地下室高层结构的动力计算模型

程志辉¹ 张俊胜²

1．华南理工大学建筑设计研究院，广东广州 510640；2．广州市安居工程办公室，广东广州510032

收稿日期:2004-09-27 出版日期:2005-06-25 发布日期:2005-06-25
通信作者: 程志辉(1964-)，男，硕士，高级工程师，主要从事高层建筑结构设计方面的研究 E-mail:dezhchen@scut.edu.cn
作者简介:程志辉(1964-)，男，硕士，高级工程师，主要从事高层建筑结构设计方面的研究

Dynamic Calculating Models of High-Rise Building Structures with Basements

Cheng Zhi-hui¹ Zhang Jun-sheng²

1.Architecture Design and Research Institute,South China Univ.ofTech.,Guangzhou 510640,Guangdong,China;2.Residential Engineering Office of Guangzhou,Guangzhou 510032,Guangdong, China

Received:2004-09-27 Online:2005-06-25 Published:2005-06-25
Contact: 程志辉(1964-)，男，硕士，高级工程师，主要从事高层建筑结构设计方面的研究 E-mail:dezhchen@scut.edu.cn
About author:程志辉(1964-)，男，硕士，高级工程师，主要从事高层建筑结构设计方面的研究

摘要/Abstract

摘要： 为获得把地下室顶板作为上部结构的嵌固部位计算的确定条件，讨论了带地下室高层结构的动力计算模型，分别对带地下室剪切型、弯曲型、弯剪型及剪弯型房屋的动力性态进行了计算分析，并探讨了地下室质量与刚度对自振周期的影响．结果表明，对弯曲型、大部分弯剪型或剪弯型、以及地下层剪切刚度与标准层剪切刚度的比值小于2的剪切型高层结构而言，结构动力计算模型不可忽略地下室的影响，不可把地下室顶板作为上部结构嵌固部位．

关键词: 高层结构, 地下室, 动力计算模型, 侧移刚度, 自振周期

Abstract:

To obtain the conditions for taking the t0p-floor of the basement as the fix．end of the superstructure.the dynamic calculating models of high-rise building structures with basements are discussed. The dynamic characteris-tics of shear buildings,bending buildings,shear-bending buildings and bending-shear buildings with basements are then respectively calculated and analyzed.Moreover,the effects of the mass and rigiditv of the basement on the free vibration period are investigated.The results demonstrate that,for all high-rise bending buildings,most high.rise shear-bending/bending-shear buildings and the high-rise shear buildings with a little ratio of basement shear rigiditv to standard shear rigidity,that is,less than 2,the effect of the basement cannot be neglected in the dynamic calcu-lation,and that the top slab of the basement cannot be taken as the fix.end of the superstructure

Key words: high-rise building structure, basement, dynamic calculating model, lateral rigidity, free vibration pe-riod

程志辉张俊胜. 带地下室高层结构的动力计算模型[J]. 华南理工大学学报（自然科学版）, 2005, 33(6): 89-93.

Cheng Zhi-hui Zhang Jun-sheng. Dynamic Calculating Models of High-Rise Building Structures with Basements[J]. Journal of South China University of Technology (Natural Science Edition), 2005, 33(6): 89-93.

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