1.
Buckling of Corrugated Steel Web in Composite Box-Girder Bridge Under the Action of Eccentric Loading
偏载作用下组合箱梁桥波形钢腹板的屈曲
2.
EXPERIMENT RESEARCH ON THE FRP BOLT UNDER ECCENTRIC LOAD
玻璃钢锚杆受偏心载荷作用试验研究
3.
Press under the Top Rigidity Analysis under Load Deflection
下顶式压力机偏斜载荷作用下的刚度分析
4.
The foundation pile improved finite bar element method under oblique eccentric loading
倾斜偏心荷载作用下基桩改进有限杆单元法
5.
Thin-Walled Steel I-Girders Subjected to Eccentric Patch Loading;
薄壁工字形钢梁在小片荷载偏心作用下的承载力
6.
Collapse Mechanism and Design Criteria of Eccentrically Braced Steel Frames under Cyclic Load;
偏心支撑钢框架在循环荷载作用下的破坏机理及抗震设计对策
7.
Behavior Study of K Shape Eccentrically Braced Steel Frames under Cyclic Load;
K型偏心支撑钢框架在循环荷载作用下的性能研究
8.
Study of Bounding Surface Model for Monotonously and Cyclic Loading on Bias Plane for Concrete
偏平面上单调及循环荷载作用下混凝土的边界面模型研究
9.
TORSIONALLY COUPLED DYNAMIC ANALYSIS OF ASYMMETRIC OFFSHORE PLATFORM SUBJECTED TO WAVE AND EARTHQUAKE LOADINGS
地震与波浪荷载作用下偏心海洋平台扭转耦联参数影响分析
10.
Analysis of the comfortability in designing the Long-span steel truss connective bridge withstanding eccentric concentrated loads
受偏心集中荷载作用的钢结构连接天桥设计中的舒适度分析
11.
Strength of Ⅰ-Girders with Delta Stiffeners Subjected to Eccentric Patch Loading
小片荷载偏心作用下具有三角加劲肋的Ⅰ型梁的强度分析
12.
Ultimate Strength of I-Girders Under Eccentric Patch Loading:Derivation of a New Strength Reduction Coefficient
小偏心荷载作用下I形截面梁极限强度:推导新强度换算系数
13.
At supersonic speeds the control load acts mainly on the deflected surface itself, and hence has its centroid even farther to the rear.
超音速时操纵载荷主要作用在偏转面本身上，因此它的作用中心甚至更加靠后。
14.
Thoughts on Improving Application and Management of Overload and Unbalanced Load Detecting Device
加强超偏载检测装置运用管理的思考
15.
HYSTERETIC BEHAVIOUR ANALYSIS OF IMPROVED CONNECTION BETWEEN BEAM AND COLUMN OF D-TYPE ECCENTRICALLY BRACED STEEL FRAME UNDER CYCLIC LOADING
改良型梁柱节点用于D型偏心支撑钢框架在循环荷载作用下的滞回性能分析
16.
The Test and Theory Study in the In-Plane Stability Capacity of Hot-rolled H-section Columns under Eccentric Load;
热轧H型钢偏心受压构件在弯矩作用平面内极限承载力的理论与试验研究
17.
Behavior Study of Y-eccentrically Braced Steel Frames under Cyclic Load Considering Length Changed of Link Beam;
考虑耗能段长度变化时Y型偏心支撑钢框架在循环荷载作用下的滞回性能研究
18.
The Analysis of Y Style Eccentrically Braced Steel Frames under Cyclic Load Condering Links Web Changed the Height-thickness Ratio;
考虑耗能段腹板高厚比变化时Y型偏心支撑钢框架在循环荷载作用下的滞回性能研究