山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
2期
36-36,37
,共2页
高层烟道钢支架%风荷载%柱计算长度系数%p-Δ效应
高層煙道鋼支架%風荷載%柱計算長度繫數%p-Δ效應
고층연도강지가%풍하재%주계산장도계수%p-Δ효응
high-rise flue steel support%wind load%column calculation length coefficient%p-Δ effect
通过分析高层烟道钢支架的荷载及结构布置特点，结合以往设计经验及国内外规范，提出了高层烟道钢支架风荷载、框架柱计算长度、框架梁、柱脚等设计中应注意的几个问题和应该注意的事项，以供参考。
通過分析高層煙道鋼支架的荷載及結構佈置特點，結閤以往設計經驗及國內外規範，提齣瞭高層煙道鋼支架風荷載、框架柱計算長度、框架樑、柱腳等設計中應註意的幾箇問題和應該註意的事項，以供參攷。
통과분석고층연도강지가적하재급결구포치특점，결합이왕설계경험급국내외규범，제출료고층연도강지가풍하재、광가주계산장도、광가량、주각등설계중응주의적궤개문제화응해주의적사항，이공삼고。
According to the analysis of the loading and structural allocation features of the high-rise flue steel support,the paper points out some problems and precautions in the design for the wind load,frame column calculation length,framework beam,and column bases of the high-rise flue steel support by combining with previous design experience and regulations at home and abroad,so as to provide some reference.
