机译:大跨度屋顶风致响应的主导模式选择和模态耦合分析
Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China|Shijiazhuang Tiedao Univ, Key Lab Rd & Railway Engn Safety Control, Minist Educ, Shijiazhuang, Peoples R China;
Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang 050043, Peoples R China|Shijiazhuang Tiedao Univ, Key Lab Rd & Railway Engn Safety Control, Minist Educ, Shijiazhuang, Peoples R China;
Beijing Jiaotong Univ, Sch Civil Engn, Beijings Key Lab Struct Wind Engn & Urban Wind En, Beijing, Peoples R China;
Beijing Jiaotong Univ, Sch Civil Engn, Beijings Key Lab Struct Wind Engn & Urban Wind En, Beijing, Peoples R China;
background response; dominant mode; long-span roofs; modal coupling effects; resonant response; wind-induced response;
机译:封闭空间大跨度屋盖结构风振分析模型
机译:采用一致的荷载-响应-相关方法将大跨度屋顶结构上的风感应响应和等效静风荷载耦合
机译:Ritz-Proper-正交分解法对大跨度屋盖结构的风响应和等效静风荷载
机译:基于快速模式选择的快速模态响应估计的长跨度结构精确风致响应分析
机译:地震地震动选择用于多模态结构的非线性响应历史分析和坍塌程度评估
机译:用加性占优模型评估桉树育种对个体和家庭的基因组选择的预期反应
机译:大跨度双拱支撑钢结构风振响应分析
机译:基于pOD / maC的模态基础选择的降阶非线性响应分析