School of Science and Technology Norfolk State University Norfolk, Virginia 234504 USA;
Civil Engineering Technology Old Dominion University Norfolk, Virginia 23529 USA;
Civil and Environmental Engineering Old Dominion University Norfolk, Virginia 23529 USA;
fiber reinforced plastic beams; lateral bending strain; torsion; FRP beam warping; beam buckling; experimental study; theoretical analysis; load and resistance factor design;
机译:组合幅材扭曲和横向扭转部分限制I形剖面梁
机译:简支各向异性FRP矩形钢在纯弯曲条件下的横向扭转屈曲
机译:钢纤维混凝土梁在组合弯剪作用下的扭转性能
机译:与FRP I截面梁的诱导或施加的扭转组合弯曲
机译:工字型钢组合弯曲和扭转
机译:使用外部FRP肌腱的简单支持预应力混凝土梁使用FRP和钢钢筋的数值研究
机译:10.5937 / JAES12-5818 =钢铁I型钢管骨折的承载力,弯曲和扭转行动考虑到塑性变形