山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
20期
80-81
,共2页
桩柱%侧向位移%承载力
樁柱%側嚮位移%承載力
장주%측향위이%승재력
piles%lateral displament%load-bearing capacity
以青芝寺高架桥为例,详细地介绍了高架桥侧移桩柱承载力计算分析过程,以了解结构现在状态下的内力分布情况,并通过桩柱在发生侧向位移后的计算结果得出其极限承载能力不能满足规范要求的结论.
以青芝寺高架橋為例,詳細地介紹瞭高架橋側移樁柱承載力計算分析過程,以瞭解結構現在狀態下的內力分佈情況,併通過樁柱在髮生側嚮位移後的計算結果得齣其極限承載能力不能滿足規範要求的結論.
이청지사고가교위례,상세지개소료고가교측이장주승재력계산분석과정,이료해결구현재상태하적내력분포정황,병통과장주재발생측향위이후적계산결과득출기겁한승재능력불능만족규범요구적결론.
The artide introduced the process of the calculation and the analysis of the bearing capacity in the viaduct lateral piles by the back-ground of the Qingzhisi viaduct. So as to know distribution of inner force present situation. Through the calculation results of the piles lateral displament the article reached the result of that its maximum load-bearing capacity can not meet the regulatory requirements.
