【摘要】 在轻型门式刚架结构的设计中,结构的位移控制十分重要,各相关规范只给出了在风荷载作用下的柱顶位移限值,地震作用效应控制设计时的柱顶位移限值未详细规定。论文通过在高地震烈度地区的具体工程,分析当地震作用控制设计时的柱顶位移限值取值。更多还原

【Abstract】 In the light steel portal frame design,the structural displacement control is very important,the specification is given only under wind load displacement limit of the column,seismic effect control design of the top limit displacement value is not specified,based in high earthquake intensity area specific engineering,analysis when the earthquake control design of capital limit displacement value更多还原