说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 双向张弦梁
1.
Dynamic Response Analysis and Study on the Seismic Characteristics of the Bidirectional Beam String Structure;
双向张弦梁动力响应分析与抗震性能研究
2.
Study on Dynamic Property and Dynamic Responses of Beam String Structure with Double-layer Strings;
双层弦张弦梁结构的动力特性及动力响应研究
3.
Form-finding and Mechanical Behavior Analysis of Double Cable Beam String Structures;
双索张弦梁结构找形与受力性能分析
4.
Analysis and Research of Double-Cable Beam String Structure;
双张弦梁结构的结构性能分析和研究
5.
DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(2):APPLICATION AND DEVELOPMENTS OF TWO-WAY CABLE-SUPPORTED STRUCTURES AND SPATIAL CABLE-SUPPORTED STRUCTURES
张弦结构的十年(二)——双向张弦结构和空间张弦结构的应用和发展
6.
Analysis of wind-induced dynamic response for single beam string structures
单向张弦梁结构风振响应的时域分析
7.
Reliability Analysis of Beam String Structures Based on Response Surface Method with Double-Weighted Regression
基于双加权响应面法的张弦梁可靠度分析
8.
Discussion on design improvement of a one way beam string structure
某工程单向张弦梁屋盖结构设计的改进探讨
9.
Large span double box-beam rod structure is born out of BSS.
大跨度双箱梁钢棒拉杆组合钢结构即脱胎于张弦梁结构。
10.
Study on Cable Prestress for Large-scale Reticulated Shell Structure
张弦双层网壳结构环向拉索预应力研究
11.
Theory and application of construction process analysis for bidirectional cable-stayed spatial truss structure
双向张弦桁架结构施工过程跟踪计算理论与应用
12.
RESEARCH OF KEY PROBLEMS OF BSS CONSTRUCTION WITH TOP CHORDS OF H-SECTION
H形截面上弦张弦梁体系施工关键问题的研究
13.
Optimization Analysis of Beam String Structures under Seismic Load;
地震荷载作用下张弦梁结构优化分析
14.
Numerical Simulation on Beam String Structure Behavior Against Fire;
张弦梁结构抗火性能的数值模拟研究
15.
The Analysis on Optimal Design and Seismic Response of the Beam String Structure;
张弦梁结构优化设计与地震反应分析
16.
Researching on Seismic Response Method and Vibration Damper of BSS
张弦梁结构地震反应方法及减震研究
17.
Research progress of beam string structure form-finding method
张弦梁结构找形分析方法的研究进展
18.
3×40 Meter Consecution Beam Empress Piece the Method Double Prepare to Curve in Response to the Dint Reinforcing Bar the Piece Pull to Control the Technique Measure
3×40米连续梁后张法双向曲线筋张拉控制技术措施