1.
Nonlinear Finite Element Full-Range Analysis of Reinforced Concrete Panel and Wall Based on Modified Compression Field Theory;
基于修正斜压场理论的钢筋混凝土板、墙非线性有限元全过程分析
2.
Study on Shear Capacity of Reinforced Concrete Beams Based on the Modified Compression Field Theory;
基于修正压力场理论的混凝土梁抗剪研究
3.
Modified Compression Field Theory Based 2D Non-linear Finite Element Analysis of Reinforced Concrete;
基于修正斜压场的钢筋混凝土二维非线性有限元分析
4.
Study on Shear Capacity of Steel Fiber Reinforced Concrete Beams Based on the Modified Compression Field Theory;
基于修正压力场理论的钢纤维混凝土梁抗剪研究
5.
COMPARATIVE STUDY OF ROTATING ANGLE-SOFTENED TRUSS MODEL AND MODIFIED COMPRESSION FIELD THEORY
转角软化桁架模型与修正压力场理论的比较研究
6.
Finite Element Model Updating for Cable-Stayed Bridge Based on Field Testing
基于现场测试的斜拉桥有限元模型修正
7.
Study of the New Method Disposing Gently Inclined Abandoned Stope and Ground Pressure Control at the Stope;
缓倾斜采空场处理新方法及采场地压控制研究
8.
Theory and Application of the Depressurized Mining for Inclined Medium-thick Ore Bodies
中厚倾斜矿体卸压开采理论及其应用
9.
Modification of Tatsuoka's Q Matrix Theory
Tatsuoka Q矩阵理论的修正
10.
Failure mechanism study on maleic oblique-basement dump of variable hydrostatic pressure
变水压强作用下顺斜基底排土场破坏机理
11.
Experimental Study and Theoretical Analysis on High-pressure Double-oblique Arch Structure
高压双斜膜拱结构的试验研究及理论分析
12.
This paper analyzes the influence of sliding friction on contact deformation in theory and demonstrates it by means of test.
从理论上分析了滑动摩擦对接触变形的影响，给出了压陷量的修正公式，并通过试验加以验证.
13.
scientific theory might be incomplete and also could be modified.
科学理论是可错的,因而也是可修正的。
14.
Joseph S. Nye, Jr. and Modification of Neo-Functionalism
小约瑟夫·奈与新功能主义理论的“修正”
15.
Mathematics Theories and Methods on Structure Dynamics Model Updating
结构动力模型修正的数学理论与方法
16.
Defect of Timoshenko Beam Theory and Modification of Its Motion Equations;
Timoshenko梁理论的缺陷及其运动方程的修正
17.
Corrections to serious mistakes of traditional two-dimensional analytic theories;
对传统二维解析理论重大错误的修正
18.
Suggestion on Derrick Fix of Liquid Presses System of Automobile;
汽车式起重机液压系统正确修理的建议