1) a stilted arch
[建]上心拱
2) spandrel construction
拱上建筑
1.
Taking the steel tube concrete ribbed arch bridge for example,this article establishes the finite element model of space analysis according to the structural finite element theory and studies the influence of the loading sequence on the deformation and stress of the main arch bridge in the span drel construction so as to choose the loading sequence of safer spandrel construction.
以钢管混凝土肋拱桥为例,根据结构有限元理论建立空间分析的有限元模型,研究了拱上建筑加载顺序对主拱圈变形及受力的影响,从而选择更为安全的拱上建筑施工加载顺序。
2.
A detailed analysis of the combination operation of the spandrel construction, the endogen force generated by vehicle load and the dynamic property of the compound arch bridge is carried out in this ar.
本文对复拱桥拱上建筑联合作用、汽车荷载内力及复拱桥动力特性进行了细致的分析，并应用空间有限元程序进行计算。
3) stilted arch
上心拱
4) Arch building on extrados
拱式拱上建筑
5) Girder arch building on extrados
梁拱式拱上建筑
6) stilted vault
上心拱形穹顶
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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