机译:带缝波纹护套冷弯型钢剪力墙的抗震性能
Ph.D. Candidate Dept. of Structural Engineering Tongji Univ. Shanghai 200092 China. Email: wenyingchangan@163.com;
Professor Dept. of Engineering Technology Univ. of North Texas Denton TX 76207 (corresponding author). Email: cheng.yu@unt.edu;
Research Engineer Verco Decking Inc. 2386 Fair Oaks Blvd. Sacramento CA 95825. Email: mmahdavian@vercodeck.com;
Cold-formed steel; Shear walls; Perforated; Experimental investigation; Numerical simulation; Seismic performance assessment; Seismic performance modification factors;
机译:波纹钢护套冷弯型钢剪力墙抗震性能评估
机译:波纹钢带缝冷弯剪力墙
机译:冷弯型钢剪力墙波纹护套的不同缝隙配置
机译:波纹钢护套冷弯钢剪壁的护套重叠与附着方法
机译:具有波纹钢护套的创新的冷成型钢剪力墙
机译:钢套剪力墙在地震和火荷载作用下的行为
机译:冷弯型钢剪力墙建筑抗震性能评估
机译:冷成型钢框架石膏隔墙的实验抗震评估,模型参数化和效果对基本设施抗震性能的影响。