机译:屈曲约束支撑中核心板的局部屈曲约束条件
Department of Architecture and Building Engineering. Tokyo Institute of Technology, Tokyo, Japan Tokyo Institute of Technology, M1-29, 2-12-1 Ookayama, Meguro-ku, Tokyo, 152-8550, Japan;
Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, IL, USA University of Illinois at Urbana-Champaign, 2129b Newmark Civil Engineering Laboratory, MC-250 North Mathews Avenue, Urbana, IL 61801-2352, USA;
Department of Architecture and Building Engineering. Tokyo Institute of Technology, Tokyo, Japan Tokyo Institute of Technology, M1-29, 2-12-1 Ookayama, Meguro-ku, Tokyo,152-8550, Japan;
Building Construction & Steel Structure Division, Nippon Steel Engineering Co. Ltd., Tokyo, Japan Nippon Steel Engineering Co. Ltd., 6-3, Otemachi 2-chome, Chiyoda-ku, Tokyo 100-8071,Japan;
Seismic Isolation Engineering, Inc., Emeryville, CA, USA Seismic Isolation Engineering, 114465th St., Unit D Emeryville 94608-1053, CA,USA;
steel structures; seismic; buckling restrained brace; local buckling failure; restraint performance;
机译:局部屈曲核心板约束在屈曲约束牙套中的作用
机译:棱柱形芯板的屈曲约束支撑的强轴和弱轴屈曲和局部凸出
机译:全钢屈曲约束支撑中芯板的局部屈曲行为
机译:屈曲约束支架中的局部屈曲约束条件
机译:屈曲限制胶带(BRB)在预制混凝土框架中的连接行为的初步研究
机译:新型屈曲约束支架的循环载荷试验和有限元分析
机译:钢制砂浆板屈曲抑制胶带的实验研究:第4部分对芯板宽度厚度比的影响,抑制力和横截面细节
机译:大跨度桥梁屈曲约束支撑的可行性研究:一个案例研究。