装配式钢结构抗震性能研究进展
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摘要
对近年来有关装配式钢结构抗震性能的研究成果进行了归纳,主要总结新型装配式节点、抗侧系统(支撑和墙体)以及结构体系的抗震性能。综合论述了装配式刚接节点、自复位节点和损伤控制节点的主要研究成果;对新型装配式支撑和墙板的抗震性能进行了评述,认为目前应加大新型冷弯薄壁型钢预制装配式墙板的开发和推广力度;总结了装配式钢结构整体抗震性能数值分析和试验研究现状,认为应恰当运用多尺度有限元模拟技术和实时混合模拟技术,实现对装配式钢结构抗震性能的准确评估。最后,通过对现有研究成果与应用现状的分析,提出应将"震后可恢复功能"的抗震设计思路应用于新型装配式钢结构,进而提出装配式钢结构抗震性能研究与设计的"系统观点"。
Recent research achievements regarding the seismic performance of prefabricated steel structures,including the seismic performance of innovative prefabricated connections,lateral load resistant systems(braces and walls)and structural setup of the overall systems,are systematically reviewed in this paper.The main achievements on prefabricated connections,consisting of the research results on rigid prefabricated connections,self-centering connections and damage-control connections,are summarized.Comments are provided on the seismic performance of new types of prefabricated braces and walls,and it is pointed out that more attentions should be paid to developing and popularizing the innovative thin-walled cold-formed prefabricated wall panels.Based on a thorough review of both numerical and experimental studies on the seismic performance of prefabricated steel systems,it is recommended that more advanced approaches,including the multi-scale finite element simulation technique and the real-time hybrid simulation technique,should be properly applied to obtain accurate results of the seismic performance of prefabricated steel structures.Finally,the seismic design idea of"recoverable building function after earthquake events"is recommended for the prefabricated steel structure,meanwhile,an "systematical point of view"is proposed for the research and design regarding the seismic-resistant issues of prefabricated steel structures.
Recent research achievements regarding the seismic performance of prefabricated steel structures,including the seismic performance of innovative prefabricated connections,lateral load resistant systems(braces and walls)and structural setup of the overall systems,are systematically reviewed in this paper.The main achievements on prefabricated connections,consisting of the research results on rigid prefabricated connections,self-centering connections and damage-control connections,are summarized.Comments are provided on the seismic performance of new types of prefabricated braces and walls,and it is pointed out that more attentions should be paid to developing and popularizing the innovative thin-walled cold-formed prefabricated wall panels.Based on a thorough review of both numerical and experimental studies on the seismic performance of prefabricated steel systems,it is recommended that more advanced approaches,including the multi-scale finite element simulation technique and the real-time hybrid simulation technique,should be properly applied to obtain accurate results of the seismic performance of prefabricated steel structures.Finally,the seismic design idea of"recoverable building function after earthquake events"is recommended for the prefabricated steel structure,meanwhile,an "systematical point of view"is proposed for the research and design regarding the seismic-resistant issues of prefabricated steel structures.
引文
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