RESEARCH ON SEISMIC PERFORMANCE OF MULTI-STOREY FRAME STRUCTURE WITH MULTI-STOREY UNBRACED COLUMNS
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摘要: 以5层钢筋混凝土框架结构为例,采用YJK及PERFORM-3D程序进行结构性能对比分析,研究了首层楼板中庭开洞的带跃层柱框架结构的抗震性能。研究结果表明:多遇地震下,首层中庭开洞导致多层框架结构自振周期变长,首层及二层的弹性层间位移角增大10.3%;罕遇地震下,首层中庭开洞引起结构基底剪力减小,楼层位移增大,首层的弹塑性层间位移角增大约16%;开洞造成本层及相邻层的抗侧构件较其他层耗能增多,损伤程度加重,刚度退化加剧。开洞导致跃层柱的钢筋最大塑性拉应变增大15%左右,降低了结构的延性变形能力。根据就近原则加强跃层柱的配筋,可显著降低开洞造成的跃层柱损伤加重的影响。
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关键词:
- 钢筋混凝土框架 /
- 抗震性能 /
- 弹塑性 /
- PERFORM-3D
Abstract: Taking a five-story reinforced concrete frame structure as an example, the structural properties were compared and analyzed by using YJK and PERFORM-3D programs, and the seismic perfomance of the frame structure with multi-storey unbraced columns and a big opening on the first floor slab was studied. The research results showed that under frequent earthquakes, the natural vibration period of the multi-story frame structure was longer, and the elastic interstorey drift angles of the first floor and the second floor were increased by 10.3%. Under rare earthquakes, the base shear force of the structure had decreased, the floor displacement had increased, and the elastic-plastic interstorey drift angle of the first floor had increased by 16%. The opening led to the lateral resistance members of this layer and its adjacent layers to consume more energy than other layers, which resulted in more damage and stiffness degradation of the lateral resistance members. The maximum plastic tensile strain of steel bars in the multi-storey unbraced columns had increased by about 15% when there was an big opening, which reduced the ductile deformation capacity of the structure. Strengthening the reinforcement of the multi-storey unbraced columns according to the principle of proximity could significantly reduce the impact of aggravated damage of the multi-storey unbraced columns caused by the opening.-
Key words:
- reinforced concrete frame /
- seismic performance /
- elasto-plasticity /
- PERFORM-3D
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[1] 包浩杉.楼板开洞对结构地震水平力传递的影响及对策[J]. 建筑结构, 2018, 48(增刊1):311-315. [2] 王庆扬, 胡守营, 张劲, 等.楼板局部不连续对结构抗震性能的影响分析[J]. 建筑结构, 2008(8):50-52. [3] 张敬书, 段会静, 莫庸, 等.高层建筑楼板侧边开洞后单边梁、跨层柱的设计[J]. 建筑结构, 2009(3):5-6, 10. [4] 张晖, 王庆春, 周德源, 等.某框架结构楼板开洞对整体抗震性能影响的研究[J]. 结构工程师, 2016, 32(4):104-109. [5] 于晓慧, 尹新生, 赵哲. 楼板开洞对规则性框架结构的影响分析[J]. 吉林建筑大学学报, 2011, 28(5):17-20. [6] 中华人民共和国住房和城乡建设部.建筑抗震设计规范(2016年版):GB 50011-2010[S]. 北京:中国建筑工业出版社, 2016. [7] 中国工程建设标准化协会.建筑结构抗倒塌设计规范:CECS 392:2014[S]. 北京:中国计划出版社, 2014. 期刊类型引用(7)
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