1.
This paper solved out link moments of each edge of arch folded plate structures with force method of elemental plate based on the reference.
本文在文献(1)基础上,用单元板力法求出拱型折板结构的棱边弯矩.
2.
A Beam Finite Element Including Shear Lag Effect for the Time-Dependent Analysis of Steel-Concrete Composite Decks
钢-混凝土组合板时程分析用考虑剪力滞后效应的梁有限单元法
3.
Structural Static Force Study of Frame Unit-plate Ballastless Track
框架单元板式无碴轨道结构静力研究
4.
Study on the Theory and Accuracy of Element-free Method in Elastic Foundation Plate;
弹性地基板无单元法理论与精度研究
5.
Load-Bearing Mechanism and Influencing Factors of the Infilled Frames in Multi-ribbed Slab Wall;
复合墙板框格单元受力性能及影响因素分析
6.
Mechanical Analysis of the Model Element Outside the Diffuent Surface in Parallel Flat Compression;
平行板压缩分流面外侧模型单元的力学分析
7.
Mechanical Behaviour Experimental Study of Multi-ribbed Composite Wall;
密肋复合墙板框格单元受力性能试验研究
8.
Study on Damages and the Longitudinal Forces of Element Slab Ballastless Track;
单元板式无砟轨道伤损及纵向受力分析
9.
THE DYNAMIC PROPERTY OF GENERALIZED CONFORMING THICK/THIN PLATE ELEMENTS ATF-PQ4a
广义协调厚薄通用板单元的动力特性分析
10.
The energy law of yield line theory was applied to the theory of“ resistance unit” of flat slab strengthening analysis.
屈服线理论能量法用于无梁板加固分析的“抗力单元”理论、该理论应用于加固分析的可行性。
11.
Research on the Disassembling Methods and Force for Electronic Components on PCBs
电路板元器件拆卸方法及拆卸力研究
12.
In this paper,the finite element method of a six-node triangular mi-xed element is used to solve the problem of the elastic thin plate.
本文采用三角形六结点混合单元的有限元方法求解弹性薄板。
13.
Study on the Coupling of Meshless Methods to Finite Element Methods about the Ribbed Raft on the Winkler Foundation;
Winkler地基上带肋筏板无单元与有限元耦合方法研究
14.
Research on Adaptive Method Coupling Meshless Method and Finite Element for Distortion Elements of Plates and Shells
板壳畸变单元的无网格和有限元自适应耦合方法研究
15.
Application of BEM to Dynamic Analysis of Foundation
边界单元法在地基动力分析中的应用
16.
The Research on the Natural Element Method in Solid Mechanics;
自然单元法在固体力学中应用的研究
17.
THE SHORT-LEG SHEAR WALL ELEMENT BASED ON THE ANALYTICAL TRIAL FUNCTION METHOD
基于解析试函数法的短肢剪力墙单元
18.
COMPUTING STRESS INTENSITY FACTOR USING PARTITION OF UNITY ENRICHED NATURAL ELEMENT METHOD
单位分解增强自然单元法计算应力强度因子