例句與造句

1. Are you reducing building loads as much as possible
   是否盡可能地降低了樓宇的負(fù)荷？
2. Reviews building load - estimating procedures to ensure that proper loads are used to size the ground - source subsystems
   還有評(píng)估建筑物冷/熱載，從而選用恰當(dāng)?shù)牡卦礋岜米酉到y(tǒng)。
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
   基本負(fù)荷基本負(fù)荷是指建筑負(fù)荷需求量中不變的那一部分，是構(gòu)成負(fù)荷需求曲線的基數(shù)。
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，結(jié)合某中學(xué)大開間教學(xué)實(shí)驗(yàn)綜合樓的具體工程，就抗震設(shè)防烈度較高地區(qū)( 8度)和抗震不利的建筑場(chǎng)地(類場(chǎng)地) ，并且建筑物所受荷載較大的情況(建筑物自重超過9 . 0kn m ~ 2 ) ，通過與矩形柱分析比較的方式，研究了異型柱純框架結(jié)構(gòu)、異型柱框架-桁架結(jié)構(gòu)，以及異型柱框架-剪力墻結(jié)構(gòu)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
   針對(duì)當(dāng)前國(guó)內(nèi)外彈性地基梁法存在的缺陷，基于對(duì)軟土流變性的研究，采取了剪應(yīng)力判斷彈塑性狀態(tài)，以改進(jìn)和完善基坑工程彈性地基梁法，推導(dǎo)了彈性狀態(tài)下地基反力系數(shù)的近似解，提出了采用剪應(yīng)力組合判斷土彈簧彈塑性狀態(tài)的方法，編制了相應(yīng)的彈塑性共同變形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用該程序分析了壓縮模量、粘聚力、內(nèi)摩擦角等參數(shù)變化對(duì)基坑工程的影響。
6. It's difficult to find building load in a sentence. 用building load造句挺難的
7. ( 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 )選取羅湖斷裂帶軸部的核心斷層?黃貝嶺f8斷層地質(zhì)剖面作為地質(zhì)模型，利用有限元數(shù)值方法模擬了黃貝嶺f8斷層在自重應(yīng)力和建筑物荷載共同作用下的變化趨勢(shì)，預(yù)計(jì)出斷層帶的長(zhǎng)期發(fā)展趨勢(shì)，這對(duì)羅湖建成區(qū)的地質(zhì)災(zāi)害防止工作有重要的指導(dǎo)意義。