Definition and Mechanical Characteristics of True Stress-Strain   总被引：1，自引：0，他引：1  

LI Yu-lan 《保鲜与加工》2001,(3):58-60

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Data Processing of Motorcycles Coastdown Testing     

XU Zhong-ming  JIN Jie  ZHANG Zhi-fei  MA Yong-zhang  ZHOU Kun 《保鲜与加工》2007,(9):14-16

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Transmission Congestion Management Based on Power Influence Coefficient     

LI Chun-yan  YU Ji-hui  ZHANG Qian 《保鲜与加工》2007,(3):31-35

Basing eliminating on the idea that the generator who has the most influence on the power flow of line is mostly in favor of transmission congestion, the model of congestion management with the object of minimizing adjustments of bufions varied with generation outputs is proposed. It can eliminate the congestion effectively by judging the generators who should be adjusted and the amounts of adjustment. The test on IEEE-RTS24 buses system and other practical systems show that the proposed method is effective.  相似文献   

Attractors of Partly Dissipative Reaction-diffusion Equation on Rn     

ZHAO lei-n  ZHANG Xing-you  XING Ting-li 《保鲜与加工》2007,(7):144-147151

We discuss the problem related to the long time behavior of solutions of the partly dissipative reaction-diffusion equations in unbounded domain,and prove the existence of the compact attractors.The coefficient of the reaction-term depends on space variables,which extend Wang B and Marion M's results.  相似文献   

Research of the Coefficient of Wind-induced Vibration About Complicated Tall Buildings     

ZHANG Liang-liang  LUO Sheng  YU Yang  WU Yun-fang  LIN Guan-ming  LIN Rong-sheng 《保鲜与加工》2006,(5):96-98

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AIR-CONDITIONING LOAD DYNAMIC ANALYSIS AND DESIGN LOAD     

Tian Shengyuan  Li Baizhan 《保鲜与加工》1988,(3)

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Determination to Weighting Coefficient of Combination Forecast Based on Rough Set Theory   总被引：1，自引：0，他引：1  

ZHONG Bo  XIAO Zhi  ZHOU Jia -qi 《保鲜与加工》2002,(7):127-130

The problem of determination to weighting coefficient is a key and difficulty for combination forecast. A method of determining weighting coefficient based on rough set theory is showed in this paper. Determining weighting coefficient is translated into estimating significance of attributes among rough set. A relation data model about combination forecast is established. Knowledge systems are built through making attribute value into eigenvalue. Under data moving, the weighting coefficients of a combination forecast model are computed by analyzing the dependence and significance of forecasting method for the predicted object. The proposed approach overcomes the subjectivity of traditional determination to weighting coefficient, avoids computing linear or nonlinear extremum problem and makes combination forecast more objective. The validity of the proposed approach is verified with a case.  相似文献   

PROBABILISTIC EVALUATION FOR STEEL FRAME COLUMNS OF TALL BUILDINGS     

Dai Guoxin  Li Jihu  Xia Zhengzhong Dept.of Civil Engineering 《保鲜与加工》1992,(2)

Based on properties of parameters and test data of dom-estic steel,this paper analyses the reliability and partial coefficient forresistance of steel frame columns of tall builings.The result may serveas a scientific basis.It is not only for domestic steel instead of importedsteel in building tall steel structures,but also for compiling concerendstandards.  相似文献   

Deformation of deep foundation pits due to excavation and dewatering considering the change of void ratio and permeability coefficient with current stress of soil     

Shao Yu  Jiang Jie  Ma Shaokun  Lyu Hai-bo  He Jianxing  Chen Junyu 《保鲜与加工》2015,(2):92-100

基于修正剑桥模型理论,推导了孔隙比e随土体当前应力变化的方程,同时比选了4组经典的描述渗透系数k随孔隙比变化的方程,选择了其中一组最佳的估算公式,编写ABAQUS用户子程序VOIDRI和USDFLD,以实现孔隙比和渗透系数随土体当前应力的变化。在此基础上,研究深基坑降水开挖所致的坑内外土体的变形、围护结构的变形及弯矩,得到以下结论：当考虑孔隙比随土体当前应力变化时,坑外地表沉降量、墙体的水平位移、地下连续墙的弯矩、坑底隆起量均大于孔隙比为定值时的情况;当考虑渗透系数随土体当前应力变化时,坑外地表沉降量、墙体的水平位移、地下连续墙的弯矩均小于渗透系数为定值时的情况,但同时考虑渗透系数和孔隙比变化情况时,其对坑底的隆起量的影响可以忽略不计。  相似文献   

Discussion on Second-order Analysis of Variable-Section Beam-Column     

XIONG Xiao-li  LI kai-xi 《保鲜与加工》2004,(2):36-40

In this paper, based on the discussion of orthogonal decomposition method for the buckling mode of unsymmetrical structure, taking the variable-section beam-column as an example, a simple and direct method of the second order analysis is presented. In the new method, the conception of enlargement coefficient brought forward by Timoshenko is developed. To begin with the curvature of the variable-section beam-column, the linear equations are set up. With their solution, a group of orthogonal buckling mode can be obtained. The primary deflection can be decomposed to a group of homomorphic deflection similar to buckling mode. Then, the group of deflection is multiplied by corresponding enlargement coefficient and plus the result, finally, the second-order total deflection can be obtained.  相似文献