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Home > chinese-english > "building load" in English

English translation for "building load"

建筑物荷载
Example Sentences:
1.Are you reducing building loads as much as possible
是否尽可能地降低了楼宇的负荷?
2.Reviews building load - estimating procedures to ensure that proper loads are used to size the ground - source subsystems
还有评估建筑物冷/热载,从而选用恰当的地源热泵子系统。
3.Base load base load is that portion of a building load demand which is constant . it is the " base " of the building demand curve
基本负荷基本负荷是指建筑负荷需求量中不变的那一部分,是构成负荷需求曲线的基数。
4.This paper related to a practical project that a high school is big bay building with teaching , experiment and studying , aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , and the building loading much ( the building " self - weight is over the 9 . 0 kn / m2 ) . compared to r . c . rectangle columns , studying the aseismic performance of the r . c . special - shaped columns pure frame structure , the r . c . special - shaped columns frame - truss structure and the r . c . special - shaped columns frame - shear wall structure
本文,结合某中学大开间教学实验综合楼的具体工程,就抗震设防烈度较高地区( 8度)和抗震不利的建筑场地(类场地) ,并且建筑物所受荷载较大的情况(建筑物自重超过9 . 0kn m ~ 2 ) ,通过与矩形柱分析比较的方式,研究了异型柱纯框架结构、异型柱框架-桁架结构,以及异型柱框架-剪力墙结构的抗震性能。
5.Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load
针对当前国内外弹性地基梁法存在的缺陷,基于对软土流变性的研究,采取了剪应力判断弹塑性状态,以改进和完善基坑工程弹性地基梁法,推导了弹性状态下地基反力系数的近似解,提出了采用剪应力组合判断土弹簧弹塑性状态的方法,编制了相应的弹塑性共同变形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ,并采用该程序分析了压缩模量、粘聚力、内摩擦角等参数变化对基坑工程的影响。
6.( 3 ) by choosing core faultage of axial site in luohu fracture zone i . e . geological cross section in huangbeiling faultage f8 as geological model and utilizing finite element numerical method , change tendency of huangbeiling faultage f8 under self - weight stress and building loads is stimulated . and long - term development trend of fracture zone is also predicted , which has an important guiding meaning for works of geological disaster prevention in district of luohu jiancheng
( 3 )选取罗湖断裂带轴部的核心断层?黄贝岭f8断层地质剖面作为地质模型,利用有限元数值方法模拟了黄贝岭f8断层在自重应力和建筑物荷载共同作用下的变化趋势,预计出断层带的长期发展趋势,这对罗湖建成区的地质灾害防止工作有重要的指导意义。
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