1) The Initial Construction Cable Force
施工初始张拉力
2) initial tensioning force
初始张拉力
1.
Define the criterion and value of string\'s initial tensioning force in the truss-string structure,combined the characteristic that the load in footbridges is much larger than that in roof constructions and considering the specific construct process of the footbridge.
本文对应用于人行天桥上部承重结构的张弦桁架结构进行了设计计算分析,根据人行天桥结构承受的荷载远大于屋盖结构所承受的荷载的特点,并结合考虑天桥的具体施工方案,给出了张弦桁架结构拉索中初始张拉力值的确定原则和具体数值;数值模拟了作用于张弦桁架结构的风速时程,计算了天桥结构的风振响应,确定了结构的风振系数。
3) the initial cable force
拉索初始张拉力
1.
Then trial method based on the forward analysis is used to determine the initial cable force of Xinyan cable-stayed bridge in the paper.
然后采用基于正装分析的试算法,确定了新园斜拉桥的拉索初始张拉力,最后本文还利用影响矩阵法进行了成桥后索力的调整计算。
4) initial tension
拉杆初始张拉力
1.
Control technology of initial tension of pull rod in sheet-piled wharf construction
板桩码头施工中拉杆初始张拉力的控制
5) preliminary tension stress
张拉初始应力
6) cable stresses during construction
施工张拉力
1.
The cable stresses during construction are determined by the forward calculation method and are optimized by utilizing influence matrix and least square method with taking the influence of concrete shrinkage and creep, and geometric non linearity of the structure into account.
采用正装计算法确定斜拉桥的施工张拉力 ,利用影响矩阵和最小二乘法对斜拉桥的施工张拉力进行优化 ,并计入混凝土的收缩徐变、结构的几何非线性等因素的影响。
补充资料：施工企业技术组织措施计划(见施工企业技术)
施工企业技术组织措施计划(见施工企业技术)
technical and organize measurement plan in construction enterprise
施工企业技术组织措施杯茹”岑，~‘_:_，organize measurement plan in eonstruetionenterPrise)见施工企业技米管理基本制度。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条