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机译:色谱柱拆卸方案下钢制弯矩连接件的性能。 I:实验
Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611,Gaithersburg, MD 20899-8611;
Engineering Laboratory, National Institute of Standards and Technology, 100 Bureau Dr., Stop 8611, Gaithersburg,MD 20899-8611;
U.S. Army Engineer Research and Development Center, Vicksburg, MS 39180-6199;
Structures Group, Engineering Laboratory, National Institute of Standards and Technology, Stop 8611, Gaithersburg, MD 20899-8611;
U.S. Army Engineer Research and Development Center, Vicksburg, MS 39180-6199;
buildings; connections; full-scale tests; progressive collapse; seismic design; steel structures;
机译:色谱柱拆卸方案下钢制弯矩连接件的性能。二:分析
机译:HSS柱钢时刻框架时刻连接的地震性能
机译:具有新型重定位光束到柱连接的低层钢矩形框架:连接建模和系统性能评估
机译:钢梁到列时刻连接到I形柱的循环加载性能
机译:钢管混凝土框架柱基础连接分析模型及其对抗震性能的影响
机译:预制和模块化钢结构膜保护管状钢管柱耐火性能试验研究。
机译:关于钢管柱梁到柱连接的强度和刚度(第I部分):厚壁管柱连接的弹性行为经受时刻和剪切的影响