- 建筑物荷载
- building: n. 1.建筑物，房屋，大楼，大厦。 2.制造；营造，建 ...
- load: n. 1.装载，担子；负担；工作(负荷)量。 2.(车船 ...
- building heat load coefficient: 建筑物加热负荷系数
- building heating load: 建筑物加热负荷
- building load coefficient: 建筑物加热负荷系数
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building load中文什么意思
- 建筑物荷载
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例句与用法
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- Are you reducing building loads as much as possible
是否尽可能地降低了楼宇的负荷？ - 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。 - 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。 - 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。 - 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。