STABILITY OF MONOSYMMETRIC I-SECTION CANTILEVERS Analysis on overall buckling behaviour of ultra-high strength steel columns by ANSYS 单轴对称工字形截面悬臂钢梁在横向荷载作用下的整体稳定性研究运用ANSYS分析超高强度钢材钢柱整体稳定特性
In-plane inelastic stability and ultimate strength of uniform I-section three-hinged circular steel arch in uniform compression 简支楔形变截面工字钢梁的弹性弯扭屈曲均匀受压工字型等截面三铰圆弧钢拱的平面内稳定性和极限强度
Experimental Reasearch on Static Behavior of I-Beam with a Rectangular Concrete-Filled Tube Top Flange SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS 上翼缘为矩形钢管混凝土的工字形梁静力性能的实验研究区别处理H型钢梁与工字钢梁稳定性条件
Calculations of Critical Load for the Simply Supported"ⅰ" Section Steel Beam under Distributed Load SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS 简支工字型钢梁在均布荷载作用下临界荷载的计算区别处理H型钢梁与工字钢梁稳定性条件
SEPARATING RESEARCH ON STABILITY CONDITION OF H-SECTION AND I-SECTION STEEL BEAMS The numerical simulation of hollow i-beam forming process based on ANSYS/ LS-DYNA 区别处理H型钢梁与工字钢梁稳定性条件空心工字钢冷弯成型过程的数值模拟
Experimental study on low-cycle fatigue behavior of welded I-section steel bracing members under constant amplitude reversed cyclic axial loading 焊接工字形钢支撑等幅轴向反复循环荷载下低周疲劳性能试验
Lateral-Torsional Buckling of I-Section Steel Beam-Columns With Residual Stresses Considered 工字形截面偏心钢压杆考虑残余应力时的弯扭屈曲
The beam with twin axis symmetrical I-section is used widely in civil engineering, the design of the component of steel structure is made by trial and error, lots of calculations must be done when the design of structure is made. 双轴对称工形截面钢梁在土木工程中有着广泛的应用,对这种受弯构件的设计目前采用的是试算法,在进行结构设计时,往往需要进行大量的计算工作。
Utilizing of Web Post-buckling Strength in I-section Steel Members Ⅰ形截面钢构件腹板屈曲后强度利用
Design principle and procedure of web plate in I-section Members of light steel portal frames are given in this article. 介绍轻型门式框架I形截面钢构件腹板的设计原则和方法。