山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
23期
22-24
,共3页
双层柱面网壳%风荷载%地震作用
雙層柱麵網殼%風荷載%地震作用
쌍층주면망각%풍하재%지진작용
double-layer cylindrical lattice%wind loading%earthquake effect
针对水泥工厂预均化库屋盖结构工程,选取跨度60 m双层柱面网壳进行优化设计,分析了对其性能及用钢量的影响要素,结果表明地震作用对用钢量影响很小,而风荷载是网壳结构设计的控制荷载。
針對水泥工廠預均化庫屋蓋結構工程,選取跨度60 m雙層柱麵網殼進行優化設計,分析瞭對其性能及用鋼量的影響要素,結果錶明地震作用對用鋼量影響很小,而風荷載是網殼結構設計的控製荷載。
침대수니공엄예균화고옥개결구공정,선취과도60 m쌍층주면망각진행우화설계,분석료대기성능급용강량적영향요소,결과표명지진작용대용강량영향흔소,이풍하재시망각결구설계적공제하재。
According to the roof structural project at the pre-homogenization store of cement plants, the paper undertakes the optimal design for the 60 m double-layer cylindrical lattice, analyzes it performance and the influential factors of its steel consumption, and proves by the result that the earthquake has little influence on its steel consumption while the wind loading is the controlling loading of the lattice structure design.
