新型PEC柱–钢梁通长预拉杆摩擦耗能自复位层间抗震模拟Numerical Simulation on Seismic Performance of Interstory Substructure of Innovative PEC Column-Steel Beam with Full-Length Post-Tensioned Bar and Friction Damped Connection
陈军, 纪杰, 方有珍, 金晶 下载量: 547 浏览量: 1,101 国家自然科学基金支持
力学研究 Vol.9 No.3, September 11 2020, PDF, HTML, XML DOI:10.12677/IJM.2020.93012 被引量