1.
Study on Failure and Fragmentation Characteristics of Rock under Static-Dynamic Coupling Loading;
动静组合加载下的岩石破坏特性研究
2.
Study on the Rock Mechanics Characteristic by Cyclic Load and Statics Load Fit Together;
循环荷载与静载组合加载下岩石的力学特性试验研究
3.
Study on Experimental and Mechanical Behaviors of Rock under Static-Dynamic Coupling Loads;
岩石动静组合加载实验与力学特性研究
4.
Fractal Property of Granite Failure under Coupled Static-Dynamic Load
动静组合加载作用下花岗岩破碎的分形特征
5.
Experimental Study on Constitutive Relation of Concrete under Stress and Combination of Stress and Strain Loading Paths;
应力及应力与应变组合加载路径下混凝土本构关系的试验研究
6.
Simulating Hysteretic Characteristics of RC Beam-Column Subassemblage under Cyclic Reverse Load;
钢筋混凝土梁柱组合体在低周交变加载下的滞回规律模拟分析
7.
Experimental Research and Theoretical Analysis on Capacity Bearing Bend of Composite Beams Strengthened by Structral Steel;
型钢加固混凝土组合梁抗弯承载力的试验研究和理论分析
8.
Development of Combined Hydraulic Loading System and Monitoring System of Shield Tunneling Experimental Platform
盾构掘进试验平台组合式液压加载系统及监控系统研制
9.
Microstructure of Fine-Magnesium and Its Mechanism of Formation Under Dynamic Loading Condition
动态加载条件下细晶镁合金的组织特征及形成机制
10.
Analysis of Interface Behavior on Steel-Concrete Composite Beams and Experimental Study of Load Distribution Width on Stiffened Steel Plate and Concrete Composite Plates;
钢—混凝土组合梁界面特性分析与加劲钢板—混凝土组合板荷载分布宽度试验研究
11.
The Style Organizer is unable to load the Document's Style Sheets.
样式组织程序无法加载文档的样式表。
12.
Analyzing system settings and loading setup components...
正在分析系统设置并加载安装组件...
13.
Could not load component '{0}'. The stream is not in the correct format.
未能加载组件“{0}”。流的格式不正确。
14.
An error occurred loading the Secure Password Authentication components.
加载安全密码身份验证组件时出错。
15.
An error occurred loading the Distributed Password Authentication components.
加载分布式密码验证组件时出错。
16.
Research on application methods of dynamic loads of hydropower house
水电站厂房机组动荷载施加方式研究
17.
Study on GT Coding System for Machine Made Parts of Launch Vehicle
运载火箭机加零件成组编码系统研究
18.
Ultimate Bearing Capcity of Strip Footings Under Combined Loading
复合加载模式下条形基础的极限承载力