1.
Elastic Time-history Analysis of Steel Frames and Concrete Core-tube Hybrid Structure Involving Different Material Damping Ratio;
考虑材料阻尼比不同的钢框架—混凝土筒体混合结构弹性时程分析
2.
NONLINEAR ANALYSIS OF R/C FRAME-WALL STRUCTURES TO MULTIPLE EARTHQUAKE EXCITATIONS
RC框-剪结构多维弹塑性时程反应分析
3.
Discussion on linear and nonlinear time history analysis method
弹性与弹塑性动力时程分析方法中若干问题探讨
4.
Dynamic Elas-to-plastic Time-history Analysis of Single-story Single-span Gabled Frame;
单层单跨门式刚架结构弹塑性动力时程分析
5.
The Elasticity Time-history Reliability Analysisty of RC Spacial Frame Structures;
钢筋混凝土空间框架结构弹性时程可靠度分析
6.
The Elestopastic Time-history Reliability Analysisty of Concrete Frame Structures;
混凝土框架结构弹塑性时程可靠度分析
7.
Elastic Dynamic Time-history Analysis of Non-classically Damping 3-Dimendion Structures;
非比例阻尼空间结构弹性动力有限元时程分析
8.
Elastic-plastic Time-hisotry Analysis to the Super-high Apartment in Dalian
大连某超高层公寓动力弹塑性时程分析
9.
Elasto-plastic time-history analysis on non-platform-column canopy of New Guangzhou Railway Station
车站大跨度索拱钢结构雨棚弹塑性时程分析
10.
Discussion on the structural vibration model and rigid matrix of elastic-plastic time history analysis
弹塑性时程分析中结构的振动模型及刚度矩阵
11.
Elasto-plastic time history analysis of the structure of China Pavilion at the 2010 World EXPO
上海世博会中国馆结构弹塑性时程分析
12.
Elastic-Visco Displacement Back Analysis in Tunnel Engineering Considering Temporal-Spatial Effects
考虑时空效应的隧道工程黏弹性位移反分析
13.
Seismic Elas-to-plastic Time-history Analysis of Single-story Double-span Steel Structure of Lightweight Building with Gabled Frames;
单层双跨门式刚架轻型房屋钢结构地震反应弹塑性时程分析
14.
Analysis on Seismic Response of the High Fram-Reinforced Concrete Wall Strcture;
高层框架—筒体剪力墙结构罕遇地震作用下弹塑性时程分析
15.
Elastic-plastic Dynamic Analysis (EPDA) of Interaction of Single Pile, Soil and Framework;
单桩—土—框架结构相互作用的弹塑性动力时程分析
16.
ANSYS-based Elastic-plastic Time-history Analysis of the Irregular Reinforced Concrete Frame Structures;
基于ANSYS的不规则钢筋混凝土框架结构弹塑性时程分析
17.
Seismic Behaviour Factor of Concentrically X-braced Steel Frames;
X型中心支撑钢框架结构影响系数的弹塑性时程分析
18.
Elasto-plastic Time-history Analysis for Short-leg Shear Wall Structure Based on Precise Exponential Matrix Algorithm;
基于精细算法的短肢剪力墙结构弹塑性动力时程分析