支座位移 meaning in Chinese
displacement of abutment
support displacement
Examples
- United solution method on four edges supported plate bending with boundary displacements
支座位移作用下四边支承矩形弹性薄板弯曲统一求解方法 - On the basis of simplified calculation model presented by doctor wangxiaoping , some finite element models are set up . by finite element model program sap93 , an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made . also a study on the relation between definite support displacement , which reflect variational stiffness of substructure represented by steel column or reinforced concrete column , and load - carrying capacity mechanical performance is made too
本文以w666金属拱型波纹屋顶为研究对象，沿用王小平博士的简化计算模型，对18m 、 30m跨波纹拱两端不同支座形式(铰支、固支和弹性支座)分别利用有限元计算程序sap93进行计算分析，研究波纹拱在不同跨度，不同支座形式下，不同外荷载作用时对该结构受力性能及稳定承载力的影响，同时分析下部支承钢柱、钢筋混凝土柱的刚度变化体现为允许支座位移的大小与结构受力性能及稳定承载力之间的关系。 - Not only t he self - weigh of every beam , the prestressing , the compression on the support of form scaffolding , constriction of concrete , creeping are considered when the inter nal force is calculated , but also the result of displacement and deviation of th esupport and precamber should be taken into consideration
施工阶段的内力计算不仅考虑逐段施工梁的自重，预加应力，模板支架的支点压力，以及混凝土的收缩、徐变；同时还应考虑施工程序，施工中的支座位移、支座偏差和预拱度等的影响。