针对现行规程对于轻型门式刚架钢结构稳定设计中存在的不足，用有限元法进行了平面内整体稳定研究。
Some problems are discussed about the in-plane stability designing of light-weight portal frame in current code of China.
本文在考察门式刚架轻型房屋钢结构特点的基础上，分析了其在地震作用下的反应。
Based on the characteristics of portal frame light steel structure, the responses of this building under earthquake are analyzed.
本文根据轻型钢结构门式刚架柱脚的具体形式，分柱脚铰接门式刚架和柱脚固接门式刚架两个章节进行研究。
The research work of this paper is classified as two separated chapters, which is according to the form of frame-column bases (pined base or fixed ones).
介绍《门式刚架轻型房屋钢结构技术规程》（CECS102：98）活荷载和风荷载标准值的制订依据。
Some explanations for specified values of live load and wind load for Technical Specification for Steel Structure of One-storey Light-weight Buildings with Gabled Frames (CECS102:98) are introduced.
介绍《门式刚架轻型房屋钢结构技术规程》（CECS102：98）活荷载和风荷载标准值的制订依据。
Some explanations for specified values of live load and wind load for Technical Specification for Steel Structure of One-storey Light-weight Buildings with Gabled Frames (CECS102:98) are introduced.
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