Nonlinear Analysis for the Aseismic Strength of Highrise Steel Frame with Semi-Rigid Joints by Pseudo-Elastic Approach

陳清泉Liao, Y. F.Y. F.LiaoChen, Ching-ChurnChing-ChurnChen2009-01-162018-07-092009-01-162018-07-091989http://ntur.lib.ntu.edu.tw//handle/246246/98139en-USNonlinear Analysis for the Aseismic Strength of Highrise Steel Frame with Semi-Rigid Joints by Pseudo-Elastic Approachconference paper