摘要
对交错桁架体系的抗震性能进行了分析 ,建立了单向水平地震作用下交错桁架体系协同分析的力学模型。在动力时程分析的过程中考虑了构件的剪切变形 ,并在单元水平上考虑了几何非线性。通过交错桁架体系设计实例的弹性和弹塑性时程分析 。
The aseismic behavior of a staggered?truss system is studied in the paper. A mechanical model is proposed to study the system under the action of one?direction earthquake. At the same time, a program is developed for the analysis. The shear effect is considered in the time?history analysis;the geometrical nonlinear effect is considered in the element level An example is made to evaluate the behavior of the system by the elastic and elasto?plastic time?history analysis. An example is made to evaluate the behavior of the system by the elastic and elastio?plastic time?history analysis.
出处
《土木工程学报》
EI
CSCD
北大核心
2002年第4期12-16,共5页
China Civil Engineering Journal
基金
教育部科学技术研究重点项目(项目号99089)
高等学校博士学科点专项科研基金项目(2000053203)
国家自然科学基金项目(批准号50078021)
关键词
交错桁架体系
抗震性能
动力时程分析
staggered truss system
aseismic behavior
dynamic time-history analysis
