1.
Study on the Composite Foundation Improved by Flexible Piles under Flexible Foundation Basis on the Damage Soil Mechanics;
基于损伤理论的柔性荷载下复合地基性状研究
2.
Analysis the Load Stress and Impact of Factors on Porous Semi-flexible Compound Pavement
透水性半柔性复合路面荷载应力影响因素分析
3.
On flexible protection and stiff protection for structure safety under explosive/impact loading
强动载荷下结构的柔性防护和刚性防护
4.
Study on the Interaction of Vehicle Random Loads and Flexible Pavement;
车辆随机荷载与柔性路面相互作用的研究
5.
Study on Flexible Load Test of the CFG Pile Composite Foundation of High-Speed Railway
高速铁路CFG桩复合地基柔性载荷试验探讨
6.
The Deformation Analysis of the Flexible Cantilever Under Distributed Loads
分布载荷作用下直梁型柔性构件的变形分析
7.
Research on in-situ tests of pile load transfer behaviors in composite foundation with rigid-flexible piles
刚-柔性桩复合地基中桩荷载传递规律试验研究
8.
Rigid-flexible coupling dynamics analysis for flexible beam with large deformation and applied with thermal load
热载荷作用下大变形柔性梁刚柔耦合动力学分析
9.
Study on the Non-linear Response of Flexible Offshore Structures under Stochastic Loading;
随机荷载作用下海洋柔性结构非线性振动响应分析方法
10.
Study on Rigid and Flexible Static Loading Test of the CFG Pile Composite Foundation in Bejing-Shanghai High-Speed Railway;
京沪高速铁路CFG桩复合地基刚性与柔性静载荷试验对比分析研究
11.
Study on Load Transfer Mechanism and Deformation Characteristics of Composite Ground under Flexible Foundation;
柔性基础下复合地基荷载传递机理及变形特性研究
12.
Research on the Horizontal Bearing Characteristics and Calculation Methods of Flexible Large-diameter and Rock-socketed Pile
柔性大直径水平受荷桩承载特性及计算方法研究
13.
Study on the Dynamical Response of Flexible Pavement Foundations under Random Loads;
随机荷载作用下柔性路面结构及路基动力响应研究
14.
A Study on Equivalent Static Wind Load and Wind-induced Response of Large Span Flexible Point Supported Glass Curtain Wall and Skylight;
大跨柔性点支式幕墙及采光顶等效风荷载和风致响应研究
15.
The design and experiment of the flexible hinge used on the active vibration isolation platform with high payload
用于大载荷主动振动控制平台的柔性铰链设计和实验研究
16.
Numerical simulation of dynamic characteristics of flexible container under wind load
风荷载作用下大型柔性储液结构动态响应仿真方法研究
17.
Precracked tearing properties of flexible composites reinforced with biaxial warp knitted fabric under biaxial loads
双向拉伸载荷下双轴向经编织物增强柔性复合材料开缝撕裂性能研究
18.
The effect of these nonlinearities can be avoided by determining compliance at the same maximum load for all crack lengths investigated.
这些非线性效应，可在测定所有裂纹长度的柔度方法时，采用最大载荷不变的方法予以消除。