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钢支撑滞回曲线的模拟方法*
刘庆志,赵作周,陆新征,钱稼茹
摘 要
(清华大学土木工程系土木工程安全与耐久教育部重点实验室,北京 100084)
[摘要]钢支撑滞回曲线主要有三种模拟方法:现象描述法、有限元法和塑性铰法。在分析了各模拟方法优劣的基础上,提出一种新型的基于现象描述法的支撑模型。该模型通过一系列控制参数来包络钢支撑复杂的滞回曲线,并根据已有的同类型支撑试验结果标定控制参数。研究表明,该模型具有较高的模拟精度及计算效率,解决了早期基于现象描述法支撑模型模拟结果较为粗糙的问题。此外,为研究通用性更高的支撑模型,还提出了一种纤维支撑模型。该模型在跨中引入初始几何缺陷以模拟钢支撑的屈曲及屈曲后滞回特性,模型参数仅涉及支撑的几何及材料特性而易于确定。分析表明,该模型能满足多尺度整体结构分析的精度要求。两种模拟方法可应用于带支撑结构的地震反应分析和设计。
[关键词]钢支撑;滞回曲线;现象描述法;纤维模型;塑性铰法
中图分类号:TU391文献标识码:A文章编号:1002-848X(2011)08-0063-05
Simulation methods for hysteretic curve of steel braces
Liu Qingzhi, Zhao Zuozhou, Lu Xinzheng, Qian Jiaru(Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China)
Abstract:Three simulation methods for hysteretic curve of steel braces, including phenomenological description method, finite element method and plastic-hinge method, were reviewed. A new brace model based on phenomenological description method was proposed. This model contains a series of governing variables to envelop the complicated hysteretic curve of steel braces and the governing variables can be calibrated by available test results. Simulation results of some available test data prove that this model is more accurate and proficient than those previous brace models based on phenomenological description method. Furthermore, in order to study a more generous brace model, a fiber brace model was demonstrated as well. In this model, certain geometric initial imperfection in the middle of a brace is required to simulate its buckling and post buckling hysteretic characters. The variables of the model are only geometry and material characters of the brace and can be easily determined. The analytical results show that the fiber brace model is precise enough to carry out integral structure analysis under multi-scale requirement. The proposed two models can be used in analysis and design of a structure system containing braces under earthquake excitation.
Keywords:steel brace; hysteretic curve; phenomenological description method; fiber model; plastic hinge method
* 十一五国家科技支撑计划项目(2009BAJ28B01)。
作者简介:刘庆志,硕士研究生,Email:liuqingzhi1986@gmail.com。
参考文献
[1]MARTINELLI LUCA, MULAS MARIA GABRIELLA, PEROTTI FEDERICO. The seismic behavior of steel moment-resisting frames with stiffening braces[J]. Engineering Structures, 1998,20(12): 1045-1062.
[2]蔡益燕 考虑塑性铰外移的钢框架梁柱连接设计[J]. 建筑结构,2004,34(2):3-5.
[3]杨强跃,郑悦. 钢框架梁柱节点连接方式的介绍与分析[J]. 建筑结构,2004,34(6):44-48.
[4]MARINO EDOARDO M, NAKASHIMA MASAYOSHI. Seismic performance and new design procedure for chevron-braced frames[J]. Earthquake Engineering and Structural Dynamics, 2006,35(4):433-452.
[5]BLACK R G, WENGER W A B, POPOV E P. Inelastic buckling of steel strut under cyclic load reversals[R]. Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif., 1980.
[6]NILFOROUSHAN R. Seismic behavior of multistory K-braced frame structures[D]. Michigan: University of Michigan, Ann Arbor, 1973.
[7]IKEDA K, MAHIN S A. Cyclic response of steel braces[J]. Journal of Structural Engineering, 1986,112(2):242-261.
[8]李国强,谢卫兵,沈祖炎. 高层支撑钢框架弹塑性地震反应简化分析模型[J]. 建筑结构,1996,26(11):3-6.
[9]连尉安,张耀春. 钢支撑滞回性能模拟及疲劳寿命评估[J]. 钢结构,2002(S):350-355.
[10]申林.高层结构钢支撑滞回性能分析及抗震设计对策[D].西安:西安建筑科技大学,2000.
[11]REMENNKOV ALEXANDER M, WALPOLE WARREN R. Modelling the inelastic cyclic behaviour of a bracing member for work-hardening material[J]. International Journal of Solids and Structures,1997,34(27):3491-3515.
[12]DAVARAN ALI, FAR NARGES EASAZADEH. An inelastic model for low cycle fatigue prediction in steel braces[J]. Journal of Constructional Steel Research, 2009,65(3):523-530.
[13]DICLELI MURAT, CALIK ERTUGRUL EMRE. Physical theory hysteretic model for steel braces[J]. Journal of Structural Engineering, 2007,134(7):1215-1228.
[14]JUN JIN, SHERIF EL-TAWIL. Inelastic cyclic model for steel braces[J]. Journal of Engineering Mechanics, 2003,129(5):548-557.
[15]GOGGINS J M, BRODERICK B M, ELGHAZOULI A Y, et al. Experimental cyclic response of cold-formed hollow steel bracing members[J]. Engineering Structures, 2005,27(7):977-989.
[16]KARAVASILIS THEODORE L, BAZEOS NIKITAS, BESKOS DIMITRI. Estimation of seismic drift and ductility demands in planar regular X-braced steel frames[J]. Earthquake Engineering and Structural Dynamics, 2007, 36(15):2273-2289.
[17]ASGARIAN B, AGHAKOUCHACK A A, BEA R G. Inelastic postbuckling and cyclic behavior of tubular braces[J]. Journal of Offshore Mechanics and Arctic Engineering, 2005,127(3):256-262.
[18]URIZ PATXI, FILIPPOU FILIP C, MAHIN STEPHEN A. Model for cyclic inelastic buckling of steel braces[J]. Journal of Structural Engineering, 2008,134(4):619-628.
[19]BRODERICK B M, ELGHAZOULI A Y, GOGGINS J. Earthquake testing and response analysis of concentrically-braced sub-frames[J]. Journal of Constructional Steel Research, 2008,64(9):997-1007.
[20]叶列平,陆新征,马千里,等. 混凝土结构抗震非线性分析模型、方法及算例[J].工程力学,2006,23(2):131-140.
[21]GB50205—2001钢结构工程施工质量验收规范[S]. 北京:中国建筑工业出版社,2001.
[22]米旭峰. 交叉支撑内力取值方法对结构抗震性能的影响[J]. 兰州理工大学学报,2009,35(2):110-115.
[23]张耀春,丁玉坤. 防屈曲支撑、普通和特殊中心支撑钢框架结构抗震性能分析[J]. 建筑钢结构进展,2009,11(5):8-15.
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