您要查找的是不是：
- V-TYPE eccentrically braced frame has well resistant-seismic behavior. V型偏心支撑钢框架具有很好的抗震性能。
- In order to study the resistant seismic behavior and characteristic of link , nonlinear finite element analysis for V-TYPE eccentrically braced frame was performed in this paper. 为了更好地了解V型偏心支撑框架抗侧力性能和耗能梁段的受力特性，本文针对V型偏心支撑钢框架进行非线性有限元分析。
- In many countries, Eccentrically Braced Frames (EBF) have been used in a number of major buildings. 在许多国家,偏心支撑框架体系(EBF)已经被应用于许多的主要建筑。
- The over-all seismic behavior of D-type Eccentrically Braced Frames is studied by the method. 本文采用试验和有限元分析相结合的方法,对D型偏心支撑钢框架的整体抗震性能进行了系统地研究。
- Y-shape eccentric braced frame(YEBF) Y形偏心支撑（YEBF）
- K-shape eccentric braced frame(KEBF) K形偏心支撑（KEBF）
- Eccentrically braced frame 偏心支撑框架
- The eccentrically braced steel frame is a very popular seismic structural system in some strong earthquake zones. 摘要偏心支撑钢框架结构体系是一种非常适合强震地区的抗震结构体系。
- Meanwhile, analyzed the re-centering behavior of no-braced and eccentrically braced steel frame and new-style steel frame with wedge-bracing by the seismic simulation method. 通过无支撑和偏心支撑钢框架及新型楔块-支撑钢框架地震作用下的数值仿真分析了3种钢框架的复位性。
- Based on the working principle of EBF, the numerial models of single storey Y style eccentrically braced steel frame are established and the mechanism of the models is analyzed under cyclic load. 本文结合EBF的工作原理,建立单层Y型耗能支撑模型,并对该模型进行反复荷载作用下的受力性能研究。
- LIMIT-STATE DESIGN METHOD IN STRENGTH OF ECCENTRIC BRACED FRAME (EBF) AND EXAMPLES EXERCISED IN USA 美国偏心支持框架(EBF)的极限状态设计与实例
- eccentrically braced frames 偏心支撑
- K-type eccentrically braced steel frame K型偏心支撑钢框架
- Eccentric Braced Frame 偏心支撑框架
- Steel braced frame is one of the structure forms in mid-high rise building widely used. 近年来,我国的大中城市相继出现了大批的中高层钢结构建筑。
- Because the concentrically braced frame can offer older resisting stiffness to structure, widely used in the seismic area. 由于中心支撑框架体系能为结构提供较大的抗侧刚度,在地震区得到了广泛的应用。
- Computer program is complied.Good agreement for analyzing eccentrically braced steel frames energy-dissipation behavior is found between the theoretical predications and experiment result. 算例分析表明，用此模型分析偏心支撑钢框架在循环荷载作用下的耗能性能是完全可行的。
- It was shown by the experimental results that the earthquake resistant behaviour of R.C.T-shaped olumn braced frame structure is satisfactory. 研究结果表明，钢筋混凝土T形柱斜撑框架结构具有良好的抗震性能。
- The experimental modal analysis was performed on a two-story steel braced frame model excitated by simulated ambient vibrations and hammer impacts. 对一个两层钢支撑框架模型进行了模拟环境激励试验和力锤激励试验；
- The seismic energy dissipated ability between the new and normal type braced frame structures are compared based on the experimental and calculated results. 在试验基础上通过有限元分析，比较了新型单向受力支撑与普通单向受拉支撑在地震水平荷载作用下的耗能能力。
