型钢混凝土异形柱空间框架地震反应分析模型简化方法研究

毛冬旭; 刘祖强; 薛建阳; 张风亮; 陈力莹

doi:10.13204/j.gyjzg20112911

型钢混凝土异形柱空间框架地震反应分析模型简化方法研究

doi: 10.13204/j.gyjzg20112911

1. 陕西省建筑科学研究院有限公司, 西安 710082;
2. 西安建筑科技大学土木工程学院, 西安 710055;
3. 陕西建科建设特种工程有限公司, 西安 710082

基金项目:

陕西省留学人员科技活动择优资助项目(2019021)

国家自然科学基金项目(51308444)

陕西省建筑科学研究院科研课题(2020-11-329)

陕西省创新人才推进计划(2019TD-029,2019KJXX-018)

详细信息

作者简介:
毛冬旭,男,1994年出生,工学硕士,工程师

通讯作者:
刘祖强,男,1984年出生,副教授,工学博士,liuzuqiang0081@126.com。

计量
- 文章访问数: 103
- HTML全文浏览量: 26
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2020-11-29
- 网络出版日期: 2023-02-06

Research on Simplified Method of Seismic Response Analysis Method for Steel Reinforced Concrete Spatial Frames with Special-Shaped Columns

1. Shaanxi Architecture Science Research Institute Co., Ltd., Xi'an 710082, China;
2. School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China;
3. Shaanxi Jianke Construction Special Engineering Co., Ltd., Xi'an 710082, China

摘要

摘要: 为了简化型钢混凝土异形柱空间框架地震反应分析模型,以双向2跨8层型钢混凝土异形柱空间框架为分析原型,基于OpenSeesNavigator有限元软件平台,建立了双向地震作用下的空间框架、单向地震作用下的空间框架、单向地震作用下的平面框架作为研究对象,其中平面框架通过调整其从属面积宽度达到与空间框架周期相等的目的。对比分析三者在不同地震作用下的加速度反应、位移反应、基底剪力-顶层位移滞回曲线、耗能能力等地震反应验证了简化方法的合理性。结果表明,三者在不同地震作用下的动力反应相似,型钢混凝土异形柱平面框架分析模型经过质量调整后用于替代空间框架进行地震反应分析是可行的。
- 型钢混凝土异形柱 /
- 空间框架 /
- 平面框架 /
- 模型简化 /
- 地震反应 /
- OpenSees Navigator
Abstract: In order to simplify the seismic response analysis model of the steel reinforced concrete spatial frame with special-shaped columns, a two-direction two-bay eight-story steel reinforced concrete spatial frame with special-shaped columns was taken as the original analysis model. Based on the finite element software platform of OpenSees Navigator, the spatial frame under bidirectional earthquakes, the spatial frame under unidirectional earthquakes, and the plane frame under unidirectional earthquakes were established as the research objects. In particular, the plane frame had the same period with the spactial frame by adjusting the width of subordinate area. By comparing and analyzing the seismic response of the three models, such as acceleration responses, displacement responses, basement shear versus top displacement hysteresis curve, energy dissipation capacity, et al, the rationality of simplified method was verified. The results showed that the dynamic responses of the three models under different earthquakes were similar, and it was feasible to carry out seismic response analysis by using the steel reinforced concrete plane frame with special-shaped columns after quality adjustment to replace the spatial frame.
- steel reinforced concrete special-shaped column /
- spatial frame /
- plane frame /
- simplified model /
- seismic response /
- OpenSees Navigator

HTML全文

参考文献(11)

[1]	刘祖强.型钢混凝土异形柱框架抗震性能及设计方法研究[D].西安:西安建筑科技大学, 2012.
[2]	刘祖强, 薛建阳, 倪茂明, 等.实腹式型钢混凝土异形柱边框架拟静力试验及有限元分析[J].建筑结构学报, 2012, 33(8):23-30.
[3]	薛建阳, 刘祖强, 赵鸿铁, 等.实腹式型钢混凝土异形柱边框架抗震性能试验研究[J].土木工程学报, 2012, 45(9):55-62.
[4]	杨红, 韦锋, 白绍良, 等.柱增强系数取值对钢筋混凝土抗震框架塑性铰机构的控制效果[J].工程力学, 2005(2):155-161.
[5]	易方民, 高小旺, 张维嶽, 等.高层建筑钢结构在多维地震动输入作用下的反应[J].建筑结构学报, 2003(3):33-43.
[6]	杨红, 高文生, 王志军.空间框架简化为平面模型的抗震分析[J].重庆大学学报, 2008(11):1267-1272.
[7]	陈剑.考虑空间效应的RC框架地震反应规律及塑性铰耗能机构研究[D].重庆:重庆大学, 2006.
[8]	SCOTT B D, PARK R, PRIESTLY M J N.Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rate[J].Journal of the American Concrete Institute, 1982, 79(1):13-27.
[9]	MENEGOTTO M, PINTO P E.Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined norm a force and bending[J].International Association for Bridge and Structural Engineering, 1973, 25(2):15-22.
[10]	杨国俊.基于OpenSEES纤维模型的PRC简支梁桥材料非线性分析研究[D].西安:长安大学, 2014.
[11]	吴琨, 赵轩, 薛建阳, 等.传统风格建筑钢-混凝土组合框架地震反应和耗能分析[J].工业建筑, 2017, 47(10):26-31 , 7.