If the wire rope is rust or tear and wear , deduct the scrapping broken wires in table 16 according to table 18 , and then scrap the wire rope according to the results 2钢丝绳有锈蚀或磨损时，应将表16报废断丝数按表18折减，并按折减后的断丝数报废。
The concrete strength of beam in the inclined compression zone is first made sure , the reducing coefficient " " of beam ' s concrete in the inclined compression zone is putting forward 首先确定了梁构件斜压带混凝土的强度，提出梁构件斜压带混凝土强度的折减系数。
Based on the theory of finite element method , the factor of safety of slope stability is straight obtained by examining the convergence of calculation after making material strength reduced 本文基于有限元法，通过对边坡岩土体材料参数的折减和判断有限元计算收敛性，直接获得边坡稳定安全系数值。
The analysis of slope stability by using strength reduction fem in software ansys . the safe coefficient and the glide of the slope is base on the judge criterion of the development of the plasticity area 采用有限元分析软件ansys ,结合了强度折减理论,在基于塑性区开展的评判标准下,对边坡体的稳定性进行模拟分析。
The number of scrapped broken wires for hoisting hot metal or dangerous goods is taken as half of scrapped broken wires of general hoisting rope , including reduction for wear - and - tear on the surface of wire rope 3吊运炽热金属或危险品的钢丝绳的报废断丝数，取一般起重机钢丝绳报废断丝数的一半，其中包括钢丝表面磨蚀进行的折减。
The number of scrapping broken wires for hoisting hot metal or dangerous goods takes half of scrapping broken wires of general hoisting rope , including the deduct of rust and tear and wear on the surface of wire rope 3吊运炽热金属或危险品的钢丝绳的报废断丝数，取一般起重机钢丝绳报废断丝数的一半，其中包括钢丝表面磨蚀进行的折减。
4 ) as designing , modulation of the secondary moment must be considered . but when the secondary moment is very great , the whole secondary moment as modulation is unfit . there maybe have a fit reducing coefficient （ 4 ）设计调幅时，需考虑次弯矩调幅，但当次弯矩很大时，把次弯矩完全作为调幅是不适当的，应当有一相应的折减系数。
At the same time , some different coefficients of pile group effect are adopted to calculate . compared with these results , the feasibility and conciseness of this reduced coefficient are testified 同时本文还采用了不同的群桩效应系数对该群桩基础进行了计算，并将这些计算结果进行对照分析，证明了本文给出的折减系数的可行性和简便性。
The inelastic response demand spectrum of four site condition is gotten by employed vidic ' s strength reduction factors method based on response spectrum of chinese code for highway engineering seismic resistance design ( jtj 004 - 89 ) 利用我国规范提供的弹性反应谱，利用vidic提出的折减系数，建立了不同场地条件的非弹性地震反应需求谱。
Because the pile group effect exists , the coefficients of earth pressure to the back piles reduce . p - y curve of pile group can be obtained by p - y curve of a single pile multiplied by a reduced coefficient 由于群桩效应的存在，后排桩的桩前土反力系数减小，这样群桩的抗力曲线( p - y曲线)就可通过在单桩的p - y曲线的基础上乘以一折减系数来获得。
