1.
Research on the Static and Dynamic Load Tests for Prestressed Concrete Continuous Box Girder Bridge
预应力混凝土连续箱梁桥静、动荷载试验研究
2.
Nonlinear Vibration of Circular Sandwith Plate under Static Load;
静载荷作用下夹层圆板的非线性振动
3.
Dynamic Strength of Concrete under Initial Static Load
初始静荷载下的混凝土动力强度研究
4.
Study on Dynamical Characteristics of the Railway Bridge Pile Foundation under Static-dynamic Load;
静动荷载作用下铁路桥梁桩基的动力特性研究
5.
Theoretical and Experimental Research on Rock Fragmentation under Coupling Dynamic and Static Loads;
动静载荷耦合作用下岩石破碎理论及试验研究
6.
The Analysis of Static and Dynamic Characteristics of Continuous Box-Girder Based on Load Test;
基于荷载试验的连续箱梁的静动力特性分析
7.
Experimental Research on Buckling of Thin Film under Static or Dynamic Loads;
静、动载荷下薄膜结构屈曲行为的实验研究
8.
Research on Static-Dynamic Mechanical Behaviors of Pier Pile under Vertical Load;
高桩码头桩竖向荷载下静动力学行为研究
9.
Static and Dynamic Response of Functionally Graded Material Plates and Shells with Thermal Loads;
热载荷作用下功能梯度材料板壳的静动态响应
10.
Review of Research on Failure Process of Rock under Static-dynamic Loading;
动静载荷耦合作用下岩石破坏过程研究现状
11.
Non-linear stability of the shallow reticulated spherical shell with stationary load and dynamic load;
扁球面网壳在动静荷载作用下的非线性稳定性
12.
The Analysis of Dynamic Response in the Load Transfer Efficiency of CCP Based on FWD
动静荷载作用下水泥混凝土路面接缝传荷能力的研究
13.
Specification for static load test of rock and soil
岩土静荷载试验规程
14.
The Comparative Test Research of Single Pile's Capacity of Enduring Compressive through Static Load Test and Dynamic Test Method
单桩竖向承载力静载荷试验和高应变动力检测对比试验研究
15.
Non-linear Kinetic Characteristics of the Shallow Reticulated Spherical Shell with Stationary Load and Dynamic Load;
扁球面网壳在动静荷载作用下的非线性动力学特性
16.
Study on dynamic stability of casting machine chain belt under different dynamic static friction and load
不同动静摩擦差及载荷下铸型机链带动态稳定性研究
17.
Finite Elemtnt Analysis of Cable-Stayed Bridge under Static and Wind Loadings;
静载荷与风载荷作用下的斜拉管桥有限元分析
18.
The fretting life of conductor increases with the decrease of bending amplitude and dead load.
导线微动寿命随弯曲振幅和外加静载荷的减小而增大。