Elasticity in Concrete
Members Made of Elastoplastic Material
Dynamic Modulus of Elasticity of Concrete
Response Surface Methodology
Parameters Affecting Nonlinear Elimination: Zero-Order Input, First-Order Absorption and Two-Compartment Model
Constraints and Statical Determinacy
您也可能阅读
通过共同作者、期刊和引用图与本文相关的文章。
Gerard A Ateshian1, Clark T Hung2, Jeffrey A Weiss3
1Columbia University, Department of Mechanical Engineering, 10027, New York, New York, United States.
本研究引入了受约束的反应混合理论,用于建模不弹性固体材料反应,利用可观察的变量而不是隐藏的内部状态变量来提高准确性.
科学领域:
背景情况:
研究的目的:
主要方法:
主要成果:
结论: