t形截面 meaning in Chinese
t-section
Examples
- The national steel structure design code ( gbj17 - 88 ) is not permitted the b / t exceed ( 10 + 0 . 1 ) 235 / fy . the width - thickness ratio of the web ( b / t for short ) exceed the limitation often
钢结构设计规范( gbj17 - 88 )规定t形截面轴压构件腹板宽厚比不应超过( 10 + 0 . 1 ) ，按国家标准生产的t型钢的腹板宽厚比大多超过限值。 - The complete deformation process of a t - shaped column is then analyzed . the load - carrying and deformation behaviors and the main factors affecting these behaviors of such a column are studied in detail
在此基础上，对一t形截面长柱的全过程进行了更为详尽的模拟计算，得到了组合长柱在偏心荷载作用下的受力和变形规律，并对影响这些规律的主要因素作了分析。 - This paper firstly deals with the t - section columns " elastic local buckling , elastic overall buckling and elastic interactive buckling . after these , we use the fem software ansys to do further research on t - section columns " inelastic local buckling , inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
本文对t形截面的局部失稳和整体是首先进行了弹性情况下的进行了理论与ansys分析，然后用ansys对弹塑性情况下局部失稳，整体压弯失稳，整体弯曲与局部相互作用下的失稳进行了分析。 - In these paper we use the following rule to determine the width - to - thickness ratio : if the local buckling has visible effect on the overall buckling capacity , then this width - to thickness ratio should not be exceeded based on the resul ts obtained , we proposed a new formula for the limitation of the ratio of h / tw of the t - section columns " webs
根据局部失稳对整体失稳不应该有显著影响的原则，最后得到t形截面压杆腹板的宽厚比限值计算公式。本文对规范修订和工程应用有一定的参考作用。