System of Combined Foundation for Tall Buildings

作     者：Janusz Rebielak 

作者机构：Faculty of Architecture Tadeusz Kosciuszko Cracow University of Technology Krak6w 31-155 Poland 

出 版 物：《Journal of Civil Engineering and Architecture》 (土木工程与建筑（英文版）)

年 卷 期：2012年第6卷第12期

页      码：1627-1634页

摘      要：Location of the heavily loaded building on the ground of the small load capacity requires application of the appropriate foundation structure. The required foundation system is most often deep, it is expensive and its cost increases significantly when the building is located in earthquake area or in mining damage sector. The proposed structural system of the combined foundation makes possible to design and to construct a very stable and relative inexpensive foundation structure, which can obtain an extremely large horizontal surface and which can be placed not deeply beneath the terrain level. It can be a very solid support structure for a tall building placed on very weak subsoil and at the same time located in seismic area. This system can be applied not only for new buildings but it can be used for the existing buildings and moreover for straighten of the inclined objects. Due to special arrangement of component parts the combined foundation possesses inherent features of a vibration damper, what is highly desirable if buildings have to be located in earthquake areas. When the aboveground storeys structure has some similar patterns with structural form of the combined foundation then the structural system of the whole building obtains coherent structural characteristics and it is called the combined structural system of the tall building. Suitable application of this system makes possible to design high-rise buildings having interesting and unique architectonic forms, what is presented on a selected example.

主 题 词：Foundation system tall building subsoil of small load capacity earthquake area. 

学科分类：08[工学] 0815[工学-矿业类] 081503[081503] 0813[工学-化工与制药类] 0814[工学-地质类] 

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