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Investigation of shear lag effect in high-rise buildings with diagrid system

机译:斜交系统高层建筑剪力滞效应研究

摘要

In the recent years, there have been many new skyscrapers built which soar into new heights. The most efficient building system for high-rises has been the framed tube system. However, the framed tube building suffers from shear lag effects which cause a nonlinear distribution of axial stresses along the face of the building. A particular structural system called a diagrid system has caught the attention of the public. The diagrid system is not a new invention. The idea had been around since 1960 and few buildings have been built with the diagrid system. However, the implementation in a larger scale of such tall building was not practical due to high cost related to the difficult node connections. It is only in recent years that the technology has allowed for more reasonable cost of making the diagrid node connections. Despite becoming the new trend in high-rise structures, there are not many technical publications related to diagrid building system. A recent thesis by Moon (2005) studied the various angles of the diagrid to find optimum angle. He has also reviewed the design considerations for diagrid building. This thesis attempts to build on the study by Moon related to the shear lag effect in diagrid building. Diagrid buildings of different configuration are modeled in SAP2000 and analyzed for shear lag effect and structural performance.
机译:近年来,已经建造了许多新的摩天大楼,它们飞涨到了新的高度。高层建筑最有效的建筑系统是框架式钢管系统。然而,有框的管式建筑物受到剪切滞后效应的影响,该滞后效应导致沿建筑物表面的轴向应力的非线性分布。一种特殊的结构系统称为斜交系统,引起了公众的注意。斜交系统不是一个新发明。这个想法自1960年以来就已经存在,并且使用斜交系统建造的建筑物很少。然而,由于与困难的节点连接有关的高成本,在这样的高层建筑中大规模实施是不可行的。只是在最近几年,该技术才允许更合理的成本来制造斜交节点。尽管成为高层建筑的新趋势,但与斜交建筑系统相关的技术出版物并不多。 Moon(2005)的最新论文研究了斜交的各种角度以找到最佳角度。他还回顾了斜面建筑的设计注意事项。本文试图以月亮的研究为基础,研究斜交建筑中的剪力滞后效应。在SAP2000中对不同构型的隔震建筑物进行建模,并分析其剪力滞后效应和结构性能。

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