1.
WIND RESISTANCE CALCULATION OF VARIABLE CROSS-SECTION TOWERING STRUCTURE FOR SATISFYING MAN’S CONFORTABLE DEMAND
变截面高耸结构满足人舒适要求的搞风计算
2.
APPROXIMATE DETERMINATION OF THE FUNDAMENTAL FREQUENCY OF NON-UNIFORM TOWER STRUCTURE BASED ON ENGERGY METHOD
基于能量法的变截面高耸工程结构基频近似算法
3.
The Study of Analytical Methods on Static Force and Dynamic Characteristic of Polygonal Section High-Rise Steel Tower Structure;
多边形截面高耸钢塔结构静力及动力特性分析方法的研究
4.
The Study on the Portal Frame with Tapered Memders under the High Temperature Condition;
高温下变截面门式刚架结构的性能研究
5.
Study of Wind-Resistant of Tall Building Base on Reliability Theory;
基于可靠度的高层、高耸结构抗风分析
6.
Structural Behavior of Long-Span Steel Arches with Variable Box Sections;
大跨度箱形变截面钢拱结构的受力性能研究
7.
STUDY ON BONDING PROCESS OF TYPICAL HONEYCOMB SANDWICH COMPOSITE STRUCTURE
变截面蜂窝夹层结构复合材料胶接工艺研究
8.
Research on Structure Optimization of Large Section Duct and Control of the Deformation
大截面风管安装结构优化及变形控制研究
9.
Research on Identifying Restraints Stiffness of Tower Structure Foundation;
高耸工程结构基础约束刚度识别研究
10.
Two-step Detection Approach to Joint Damage in High-rise Tower Structures;
高耸塔架结构节点损伤的两步诊断法
11.
Analyses of anti-earthquake on tower structure
高耸结构抗震性能的ANSYS分析
12.
Monitoring dynamic characteristics of high-rising structures based on GPS technology
基于GPS的高耸结构动态特性监测
13.
Box-section column is the most important vertical member of high-rise steel structures, and the selection of the section directly affects the quantity of steel.
箱形截面柱是高层钢结构建筑中的主要竖向构件,对柱截面的选择直接影响整个结构的用钢量。
14.
Research on Hydroforming of Profiled Cross-section Hollow Component;
异形截面空心结构件内高压成形工艺研究
15.
Research on Wind Stochastic Field and Analysis of Dynamic Reliability for High-Rise Building with Wind Loading;
随机风场研究与高耸、高层结构抗风可靠性分析
16.
Dynamics Analysis for Wind Loading and High-Rise Construction Coupling Effects
风与高层高耸结构耦合作用动力学分析
17.
The Curvature Ductility Analysis and Analysis on Seismic Response of the High-Rise Special-Shaped Frame-Shearwall Structure;
高层异形柱框架—剪力墙结构构件截面延性及抗震性能分析
18.
The tube tower is subject to the stand tall, light structure, to which small deformation and great displacement occur easily under the action of the external load. So it is necessary to calculate the strength and deflection of the tube tower.
但管塔属高耸轻型结构 ,在外载作用下 ,易发生小变形大位移 ,必须计算管塔强度和挠度。