纵墙的英文
longitudinal wall
例句与用法
- Since the common loads had little effects to the relative displacement of top floor in cshbb , so it was unnecessary to considering them in normal use ultimate state . thermal effects had no influence to the resist compression bearing capacity and resist shear bearing capacity , but had great
温度作用对砌体结构的抗压和抗剪承载能力没有影响，但对砌体结构的顶层山墙和外纵墙的弯曲抗拉承载能力起控制作用，需要考虑温度作用和荷载的组合问题。 - And it can be concluded that simulating cracks on cbcbb by finite element method ( fem ) is feasible and reasonable . finally , simplified experimental model was built and analyzed by ansys under day changing and year changing temperature field . the typical cracks on top floor ' s walls were achieved , so the simulation method is reliable
最后建立了砌块建筑简化的整体有限元模型，并对其进行了日变化、年变化温度场下的裂缝模拟分析，真实、可靠地模拟出了砌块建筑顶层及次顶层的裂缝情况，包括南、北纵墙窗角斜裂缝和东、西山墙与内纵墙结合处裂缝以及端开间内纵、横墙斜裂缝等。 - As for the improvement of ductility of masonry structure and the aseismatic performance of building , several factors were discussed , which consisted of the layout of building plane and building elevation , the building level number and height , the layout of vertical wall and cross wall , thus enhancing the intensity of mortar , ring beam , constructional column and the placement of horizontal reinforcing steel bar
从建筑平面和立面的布局、房屋的层数和高度、纵墙和横墙的布置、提高砂浆强度、圈梁和构造柱以及水平钢筋的放置等多个方面来进行探讨，从而改善砌体结构延性，提高房屋的抗震性能。 - Abstract : aimming at the defects of the brick masonry norm , through test on masonry wall models , the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed
文摘:针对砌体规范中墙体抗震验算中的不足之处，通过模型砖墙试验，研究了带翼缘墙在水平荷载作用下的恢复力特性曲线、砖墙破坏特征以及纵墙的影响等，并提出了在墙体抗震验算中应当考虑纵横墙共同作用的建议
