1) simply supported "Ⅰ" section steel beam
简支工字型钢梁
1.
The paper mainly introduced the systematic derivative process of calculations of critical load for the simply supported "Ⅰ" section steel beam under distributed load.
主要给出了均布荷载作用下简支工字型钢梁临界荷载计算公式完整的推导过程。
3) H-shaped simple supported steel beam
H型简支钢梁
1.
Finite element method is used in numerical simulation of structural response of H-shaped simple supported steel beam under fire condition.
采用有限元方法,模拟了H型简支钢梁在火灾下的结构响应,得到了瞬态温度场分布和梁挠度、转角和轴向变形的瞬态变化曲线,与试验结果比较,二者吻合,表明该方法正确可行,能够准确地预测梁出现屈曲失效的温度和时间,为火灾下钢结构的力学特性分析提供了一条行之有效的方法。
4) I-type steel beam
工字型钢梁
1.
This paper analyzes the shortages of current used design method of I-type steel beam under biaxial bending,and proposes a simple and practical design method through studying the force of this steel beam,in order to popularize steel beam under biaxial bending.
分析了现采用的双向受弯工字型钢梁设计方法的不足,通过研究双向受弯工字型钢梁的受力,提出了一种简单实用的设计双向受弯工字型钢梁的方法,以推广双向受弯型钢梁。
5) simply-supported steel beam
简支钢梁
1.
The optimum design of the fire-resistant protection of simply-supported steel beam by ANSYS analysis;
基于ANSYS分析的简支钢梁抗火保护优化设计
2.
This paper proposes a scheme for the optimum design of the simply-supported steel beam based on the "double-optimization design" concept.
本文基于"双重优化设计"概念给出了简支钢梁抗火优化设计方案,利用有限元软件ANSYS对简支钢梁分别在常温条件下和一定临界温度条件下进行了截面尺寸优化设计和抗火保护优化设计。
6) simply supported steel box girder
简支钢箱梁
1.
According to the mechanical character of simply supported steel box girder with prestressed tendons,and considering the interaction of tendons and girder, the finite element model is established.
根据预应力简支钢箱梁的受力特性,考虑预应力索与钢箱梁的相互作用,建立了有限元计算模型,有限元计算值与实测值吻合较好。
补充资料：奉酬路五郎中院长新除工部员外见简
【诗文】：
一门同秘省，万里作长城。问绢莲花府，扬旗细柳营。
词锋偏却敌，草奏直论兵。何幸新诗赠，真输小谢名。
【注释】：
【出处】：
全唐诗：卷206_66
一门同秘省，万里作长城。问绢莲花府，扬旗细柳营。
词锋偏却敌，草奏直论兵。何幸新诗赠，真输小谢名。
【注释】：
【出处】：
全唐诗：卷206_66
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条