机译:平面钢框架二阶塑性铰分析的修正梁柱单元
Univ Technol, VNU HCM, Fac Civil Engn, 268 Ly Thuong Kiet St,Dist 10, Ho Chi Minh City, Vietnam|Ho Chi Minh City Univ Technol & Educ, Dept Civil Engn & Appl Mech, 1 Vo Van Ngan St, Ho Chi Minh City, Vietnam;
Univ Technol, VNU HCM, Fac Civil Engn, 268 Ly Thuong Kiet St,Dist 10, Ho Chi Minh City, Vietnam;
Int Univ, VNU HCM, Dept Civil Engn, Ho Chi Minh City, Vietnam;
Brigham Young Univ, Dept Civil & Environm Engn, Provo, UT 84602 USA;
Univ Technol, VNU HCM, Fac Civil Engn, 268 Ly Thuong Kiet St,Dist 10, Ho Chi Minh City, Vietnam;
Plastic-hinge; Corotational element; Nonlinear analysis; Steel frames;
机译:空间半刚性钢框架的二阶塑性铰分析
机译:包含应变硬化效应的3d钢框架二阶塑性铰分析
机译:用于PFRP框架结构的直接二阶非线性分析的混合梁柱元件
机译:基于开放式低循环加载下的钢框架柱关节有限元分析
机译:平面钢框架的二阶非弹性和修正弹性分析与设计评估。
机译:纤维与贝努利-欧拉梁柱单元的钢筋混凝土框架非线性地震分析
机译:非棱柱钢构件的锥形梁柱单元二阶分析