1.
STORY ULTIMATE DEFORMATION CAPACITY CALCULATION OF SHORT-PIER SHEAR WALL STRUCTURE
短肢剪力墙结构层间极限变形能力的计算
2.
Prediction and Analysis on Deformation Behaviour and Ultimate Bearing Capacity of Single Uplift Pile with Gray System Method
灰色系统法预测分析抗拔桩单桩变形性能与极限承载力
3.
deflection at working ultimate load
工作极限负荷下变形量
4.
Finite-Element Analysis of Brick Masonry Building with Frame-Shear Wall Structure at First Two Stories Considering Floor Deformation;
考虑底部两层框架——抗震墙砖房楼极变形的有限元分析
5.
A Study on the Ultimate Bearing Capacity of a Assembled Monolithic Concrete Slab Floor;
装配整体式预应力夹层板承载能力极限状态的试验研究
6.
Rock deformation mechanisms and its influence on poecolation ability for CBM reservoirs
煤层气储层变形机理及对渗流能力的影响研究
7.
know one's limitations
知道自己能力的极限
8.
Research on Deformation Mechanism and Forming Limits of Tube Inversion;
翻管变形机理及翻管成形极限的研究
9.
An Ultimate Load Capacity Analysis of Preforce Concrete Structure by Virtual Laminated Element Method
采用虚拟层合单元法分析钢筋混凝土结构的极限承载能力
10.
Coupling Deformation and Stresses Between Layers in Sandwich Bar with Closed Section
封闭截面夹芯杆的耦合变形和层间应力
11.
The Effect of Deformation and Stress on Mechanical Properties of Electrodeposited Metal
变形及残余应力对金属镀层力学性能的影响
12.
Torsion deformation is the biggest effect factor on elastic limit equivalent stress.
扭转变形是对钢丝的弹性极限等效应力情况影响最大的因素。
13.
The result shows that the main factors affecting the ultimate capacity are the local deformation and instability of the bridge.
结果表明,桥梁局部变形失稳是影响整体极限承载力的重要因素。
14.
Bearing capacity analysis of self-balanced load test pile under the control of limit state and deformation
极限状态及变形量控制下自平衡试桩承载力分析
15.
Finite Element Analysis on Static Behavior of Spatial RHS TT-joints;
空间TT形方管节点静力工作性能的有限元分析
16.
Finite Element Analysis about Stress and Deformation Performance of the Backfill to the Back of Bridge Abutment
桥台背回填受力及变形性能的有限元分析
17.
3D FEM analysis of deformation and stress for a high earth-rockfill dam with core wall on deep overburden
深覆盖层上壤土心墙土石混合坝三维有限元应力变形分析
18.
Experimental Study of Interlaminar Deformation and Stresses in Laminates under Bending Load by Coupling DIC and FEM in Dual-scale
层合板弯曲层间变形与应力的两尺度耦合实验分析