自定心结构体系的研究进展

Qian Zhang, E. Xiong
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引用次数: 0

摘要

传统的建筑结构是通过构件在地震中的塑性变形来耗散地震能的,这可能导致地震后存在较大的残余变形。这些结构很难修复。传统建筑结构通过采用特殊的消能构件、加预应力筋或加装阻尼器,可以成为具有自定心能力的新型结构。与传统建筑结构相比,这种新型自定心结构可以更有效地减少地震引起的残余变形,并具有较好的耗能能力,使其具有更强的安全性。本文对国内外自定心结构进行了分类和总结。本文介绍了自定心结构的研究进展,包括自定心支撑钢框架结构、自定心钢板剪力墙结构和自定心海洋平台结构。此外,本研究还介绍了其他研究者的相关研究进展。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research Progress of Self-centering Structure System
Traditional building structures dissipate seismic energy through the plastic deformation of members in the earthquake, which may lead to a large residual deformation after the earthquake. Those structures are very difficult to repair. Traditional building structure can become a new structure with self-centering ability by using a special energy dissipation component, adding prestressed tendons or supplementing dampers. Compared to the traditional building structure, this new self-centering structure can more effectively reduce the residual deformation caused by the earthquake, and it has a desirable capability to dissipate seismic energy so as to enable itself to be of more security. In this study, the domestic and foreign self-centering structures are classified and summarized. This study deals with research progress of self-centering structures including self-centering braced steel frame structure, self-centering steel plate shear wall structure and self-centering offshore platform structure. Besides, this study introduces the related research progress of other research fellows.
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