1.
The Analysis of "Plastic Instability" Phenomenon of the Equal-thickness Spherical Shell under Uniform Intrinsic Pressure;
均布内压等厚球壳局部塑性失稳研究
2.
Study on Geophysical Feature of Slope Failure and Its Application;
边坡失稳地球物理特征及其应用研究
3.
Failure Detection Experimental System of DC Stabilized Power Supply;
直流稳压电源失效机理及实验的研究
4.
Study on Style and Mechanism of Aerostatic Stability for Long Span Bridge;
大跨度桥梁静风失稳形态及机理研究
5.
Research on Constitutive Models and Instability Rules of Gas-saturated Coal
含瓦斯煤岩本构模型与失稳规律研究
6.
Study on the Buckling of Non-uniform Cross-section Slender Compressive Bar with Centrally Load
变截面细长压杆失稳基本理论的研究
7.
Research on Flow Instability Features of Ti600 Alloy
Ti600合金的流变失稳特性研究
8.
Experimental Study of Compressive Buckling for an Axial Compressible Rod
轴向可压缩压杆的压缩失稳实验研究
9.
Study on thermal stabilizer of α-amylase and its inactivation kinetic
α-淀粉酶热稳定剂及失活动力学研究
10.
Surrounding rock instability based on catastrophe model of deep-buried tunnel excavation
深埋隧道开挖围岩失稳突变模型研究
11.
Study on the Criterions of Slope Stability Analysis with Shear Strength Reduction Method and the Computation of the Slope Stability of the Bank at the Longtan Harbor;
强度折减法边坡稳定分析失稳判据研究及龙潭港岸坡稳定性计算
12.
Instability Mechanism and Stability Appraisal Theory Study on the Laminated Rock Foundation Pits in Guizhou Karst Region;
贵州岩溶地区层状岩质基坑失稳机理及稳定性评价理论研究
13.
Research on Destabilization Mechanics and Stability Appraisal Theory of Bedded Rock Chamber;
层状岩体地下洞室失稳机理及稳定性评价理论研究
14.
A Study on Failure Model and Stability of the Plunge Pool Right Bank Slop in Xiaowan Hydraulic-Power Station;
小湾水电站水垫塘右岸边坡变形失稳模式及稳定性研究
15.
Study on Failure Mechanism and Forecasting Models of Instability of High Rock Slope;
岩质高陡边坡不稳定体失稳机理与预测模型研究
16.
Study of Finite Element Analysis on Slope Stabilization and Failure Criterion under Different Model
不同本构模型下边破稳定性的有限元分析及其失稳判据的研究
17.
The Research on Failure Mechanism and Stability Assessment Theory of the Typical Combination Layered Rock Slope in Guizhou Province
贵州典型岩层组合层状边坡失稳机理及稳定性评价理论研究
18.
Development of Stability Criteria for Rock Mass Surrounding a Tunnel under Different Failure Modes
不同变形失稳模式下隧道围岩稳定性判据研究的进展