混合预制框架在高层建筑抗震设计中的应用研究

Wanheng Li, Tingyu Wan, Xiaohui Wang, Xuanqiao Che, Hai-yan Liu, Yimin Zhou
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引用次数: 0

摘要

:众所周知,与现浇混凝土结构相比,预制混凝土结构具有减少现场湿功量、施工速度快、节约材料、有利于建筑工业化、具有良好的经济效益和社会环境效益等优点。因此,工程行业专家积极倡导预制混凝土结构的应用。从其结构上看,混合预制框架体系具有自重轻、施工方便、跨度大的特点,具有优异的抗震性能。根据现行规范,提出合理的抗震性能目标和措施,并进行动弹塑性补充分析。其抗震性能能够满足抗震需要,并根据相应的结构基底剪力、顶点位移、层间位移、裂缝发育情况,将相应点定义为结构抗震性能特征点。对试件的抗震性能进行性能测试和研究,包括滞回曲线、承载能力、位移延性、强度退化、耗能能力等。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Research on the Application of Mixed Prefabricated Frames in the Seismic Design of Tall Buildings
: As is well known, prefabricated concrete structures have the advantages of reducing on-site wet work volume, fast construction speed, saving materials, being conducive to building industrialization, and having good economic and social environmental benefits compared to cast-in-place concrete structures. Therefore, experts in the engineering industry actively advocate the application of prefabricated concrete structures. From the perspective of its structure, the hybrid prefabricated frame system has the characteristics of light weight, convenient construction, and large span, and has excellent seismic performance. According to the current specifications, propose reasonable seismic performance goals and measures, and conduct dynamic elastic-plastic supplementary analysis. The seismic performance can meet the needs of earthquake resistance, and the corresponding point is defined as the characteristic point of structural seismic performance, which can be based on the corresponding structural base shear force, vertex displacement, interlayer displacement, and crack development situation. Conduct performance testing and research on the seismic performance of the specimen, including hysteresis curve, load-bearing capacity, displacement ductility, strength degradation, and energy dissipation capacity.
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