机译:受轴向和旋转约束的截面为“ +”字形并着火的混凝土柱的性能
State Key Laboratory of Subtropical Building Science, Department of Civil Engineering, South China University of Technology, Guangdong Province,rnGuangzhou 510640, People's Republic of China;
College of Civil Engineering, Huaqiao Universtiy, Quanzhou, Fujian Province 362021, People's Republic of China;
reinforced concrete; column; '+'-shaped cross section; axial restraint ratio; rotational restraint ratio; fire;
机译:受火灾的轴向和旋转约束冷弯型钢的数值分析
机译:横截面类型和边界条件对火灾钢管柱结构行为的影响
机译:受碳氢化合物腐蚀的空心钢管混凝土空心圆柱的性能
机译:钢筋混凝土柱与暴露于火灾后的横截面的行为
机译:轻型混凝土柱和梁柱节点受地震荷载作用的试验研究
机译:再生骨料钢管柱火灾前后的力学行为
机译:长约束钢筋混凝土柱偏心受力性能分析研究
机译:火灾诱导热梯度下钢筋混凝土柱的结构性能。