拉结和约束,in-osculation and restriction
1)in-osculation and restriction拉结和约束
2)binding bars约束拉杆
1.Eccentric-loaded behavior of square CFT columns withbinding bars;带约束拉杆方形钢管混凝土柱偏压性能
2.Experimental investigation on L-shaped concrete-filled steel tube stub columns withbinding bars under axial load;轴压下带约束拉杆L形钢管混凝土短柱的试验研究
英文短句/例句
1.CONSTITUTIVE RELATIONSHIP OF SQUARE CFT WITH BINDING BARS带约束拉杆方形钢管混凝土的本构关系
2.Investigation of Behavior of Square CFT Stub Columns with Binding Bars Under Axial Loads带约束拉杆方钢管混凝土短柱轴压性能试验研究
3.Experimental Investigation into Square CFT Stub Columns with Binding Bars Under Eccentric Loads带约束拉杆方形钢管混凝土偏压短柱的试验研究
4.EXPERIMENTAL STUDY ON BEHAVIOR OF RECTANGLE CFT STUB COLUMN WITH BINDING BARS SUBJECTED TO AXIALLY LOADING带约束拉杆矩形钢管混凝土短柱轴压性能的试验
5.EXPERIMENTAL STUDY ON ECCENTRIC-LOADED BEHAVIOR OF RECTANGULAR CFT STUB COLUMNS WITH BINDING BARS带约束拉杆矩形钢管混凝土短柱偏压性能的试验研究
6.Axial bearing capacity of square and rectangular CFT stub columns with binding bars带约束拉杆方形、矩形钢管混凝土短柱的轴压承载力
7.The differential equations of equilibrium of the constrained rod are established taking Euler angles as variables to describe the attitude of the cross section.以描述截面姿态的欧拉角为变量，建立受约束弹性杆的平衡方程。
8.restrained torsion of thin walled bar薄壁杆件的约束扭转
9.The classic theory may be divided into Vorousov open section and Wumanski closed section thin-walled bar theory.经典理论主要可分为符拉索夫开口薄壁理论与乌曼斯基闭口薄壁杆件约束扭转理论。
10.This can be done through adjusting the length of the tie rod.调节前束可以通过调节横拉杆的长度来进行。
11.Analysis of Restrained Tortion of Thinwalled Bar with Open Section by a New Kind of Finite Element开口薄壁杆件约束扭转分析的广义参数有限元
12.Debt Governance,Soft Budget Constraints and Performance of China s Public Listed Firms;杠杆治理、预算软约束和中国上市公司绩效
13.Optimizing Scientific and Technological Resources by Using Lever of Motivation， Competition and Constraint Mechanism;以激励、竞争、约束机制为杠杆优化组合科技资源?
14.Slabs-disassembled method of thin-walled bar analysis considering restrained torsion薄壁杆约束扭转的单肢解析化分析方法
15.A Creative Design for Seven Link Machanism with Additional Elastic Constrained Kinematic pair带有附加弹力约束运动副的7杆机构的设计
16.Lagrange Relaxation-Based Method for Delay-Constrained Multicast Routing基于拉格朗日松弛法的时延约束组播路由算法
17.Augmented Lagrangian Function Methods for Solving Constrained Optimization Problems;求解约束优化问题的增广拉格朗日函数法
18.Study on Seismic Response and Elastic Restriction Damping of Cable-stayed Bridge;斜拉桥地震反应及其弹性约束减震研究
相关短句/例句
binding bars约束拉杆
1.Eccentric-loaded behavior of square CFT columns withbinding bars;带约束拉杆方形钢管混凝土柱偏压性能
2.Experimental investigation on L-shaped concrete-filled steel tube stub columns withbinding bars under axial load;轴压下带约束拉杆L形钢管混凝土短柱的试验研究
3)binding bar约束拉杆
1.Analysis on axial strength of R-CFT stub column with unidirectionalbinding bars;带约束拉杆矩形钢管混凝土轴压承载力分析
2.Axial bearing capacity of square and rectangular CFT stub columns withbinding bars带约束拉杆方形、矩形钢管混凝土短柱的轴压承载力
3.The axial compressive experiments of seven L-shaped concrete-filled steel tubular stub columns,six with and one withoutbinding bars,were carried out.进行了6个带约束拉杆和1个不设约束拉杆L形钢管混凝土短柱的轴心受压试验,分析了钢管壁厚度、约束拉杆直径和间距等主要参数对带约束拉杆L形钢管混凝土短柱轴压性能的影响。
4)confined extension约束拉伸
5)binding tensile force约束拉力
1.Based on regarding the floor structure of the span where late poured band is as deviating pulling member model,the author derives thebinding tensile force calculation formula when the span length is set,analyzes all factors which having influence onbinding tensile force,and provides some attention problems in design and construction,so as to guide practice better.在将后浇带所在跨的楼面结构视为偏拉杆件模型的基础上推导出给定跨度发生变化时的约束拉力计算公式,分析了影响约束拉力大小的各因素,并提出一些设计和施工中应注意的问题,以便更好地指导实践。
6)Structure and constraint of property rights产权结构和产权约束
延伸阅读
拉杆子1.方言。当土匪。
