该方程的形式规则统一,计算过程简单,稍加改进可以推广到平面刚架的内力和变形计算中去。
The equation is simple, uniform and easy to extend to plane rigid frame with some modification.
门式刚架以其结构形式简单,用钢量小,建设速度快,环保等优点得到了广泛的应用,但其抗震性能研究方面还比较欠缺。
Single storey portal frame has been widely used recently due to its low steel consumption, fast construction speed, and good protection of environment.
门式刚架以其结构形式简单,用钢量小,建设速度快,环保等优点得到了广泛的应用,但其抗震性能研究方面还比较欠缺。
Single storey portal frame has been widely used recently due to its low steel consumption, fast construction speed, and good protection of environment.
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