高耸结构

高耸结构的发展与展望

Development and Prospect of High rise Structure

索膜屋盖结构的横风向共振问题与以往研究的高层/高耸结构的横风向共振问题有较大区别。

There is a comparatively large difference for resonance vibration between cable membrance roof structure and high rise structure .

MR阻尼器对高耸结构风振反应的智能控制

MR Damper Intelligent Control on High Construction Wind-Induced Vibration Response

基于GPS的高耸结构动态特性监测

Monitoring dynamic characteristics of high-rising structures based on GPS technology

高耸结构TMD接触非线性阻尼振动控制研究

Vibration control of high-rising buildings with TMD considering contact non-linear damping effect

TMD系统参数对高耸结构地震控制的影响研究

The Influence of TMD System Parameters on Seismic control of Highrise Structure

利用Rice公式和Poisson假设，研究了不同风载模型对高耸结构风振可靠性分析结果的影响。

Based on Rice formula and Poisson assumption , the effects of both wind-load models on the reliability analysis of high-rise slender structures are discussed .

随机风载作用下高耸结构的MTMD控制系统的研究

Research on MTMD System for Suppressing Vibration of Tall Buildings Subjected to Wind Loads

随着高层建筑、高耸结构、桥梁等高柔结构的广泛应用，自适应变频TMD控制装置有广泛的发展前景。

The Self-adapting variable-frequency TMD vibration control device can be applied widely with widespread application of flexible structures such as high-rise buildings and structures , bridges and so on .

对GBJ9-87阶形高耸结构自振周期计算公式的讨论

Discussion on approximate calculation formula for natural vibration period of step tower structures

首先，本文在已证明MTMD有效性的基础上，导出了在零均值平稳白噪声激励下高耸结构的MTMD控制系统的评价指标&动力放大系数的计算公式；

Firstly , the explicit expression is derived for the dynamic magnification factor of the high-rise structure with MTMD . Physically , this factor is defined as the control effectiveness index for suppressing vibration of the structure subjected to White Noise .

文中利用求出的等效TMD动力参数和TMD对结构风振反应控制效果等效结构阻尼比的概念，提出了基于中国荷载规范的非线性被动动力减振器对高耸结构风振控制的设计方法。

Based on the Code for Loads of Building Structure in China , a practical method of designing nonlinear passive dynamic absorbers for controlling wind-induced vibration responses of highrise structures is presented , using the concept of equivalent damping ratio of a structure and equivalent dynamic parameters of TMD .

调液阻尼器（TLD）作为一种被动控制装置，由于其造价低廉、可靠性高等优点，在高层建筑和高耸结构的风振控制中得到了较为广泛的应用，并取得了较好的控制效果。

Tuned liquid damper , as a passive control device , has its advantage of low cost , high reliability and so on . Therefore , it was applied widely in wind vibration control of towering and high-rise structure . And it has achieved good control results .

在《高耸结构设计规范（GBJ135-90）》中也考虑了圆形截面塔桅结构横向风荷载的作用；

On the other hand in " Design code for tall and slender structures ( GBJ135-90 )" the fluctuating wind load on tower - mast structure with circular cross section both in the along wind direction and in the across wind direction has been specified .

21世纪的规范和高耸结构设计规范中荷载部分的制订

The Revision of the Load Section in Code about Tower Structures

用撞击原理分析高耸结构的竖向地震作用

To analysis the vertical earthquake in high building with collision theory

高层建筑和高耸结构的抗风设计探讨

The discussing on wind-resistant design of tall buildings and towering structures

电动升模在高耸结构施工中的应用

The Application of Electrically Driven Lifting Form to Towering Structure Construction

高耸结构风振系数的理论研究和应用

The Theoretical Study and the Application of Gust-Loading Factors for Tower-Structures

基于可靠度的高层、高耸结构抗风分析

Analysis of dynamic reliability for resisting wind loading of high-rise building

钢筋混凝土高耸结构施工阶段的轴向变形分析

Axial deformation analysis during construction of a R.C. towering structure

有锥度圆截面高耸结构的横风向响应简化计算

Simplified Calculation on Across-Wind Response of Tapered High-rise Structures with Circular Section

研究了TMD-高耸结构体系的随机风振响应分析。

The random wind-induced response of TMD-structure has been made .

高耸结构设计规范风荷载研究进展及修订建议

Research Development and Amendment of Wind Load of Highrise Structure Design Code

塔器、烟囱等高耸结构诱导振动的振因、振害分析及减振对策

The induced vibration analysis and Countermeasure for towers and stacks

风与高层高耸结构耦合作用动力学分析

Dynamics Analysis for Wind Loading and High-Rise Construction Coupling Effects

桅杆等高耸结构受风荷载影响较大。

High-rise structures like guyed mast are influenced by wind load obviously .

高耸结构P-Δ效应分析的精度问题

Accuracy of P - Δ effect analysis of tall structures

高耸结构横向风振等效静力的分析

Analysis of across equivalent wind - force on tall structures

高耸结构风振响应的准静态效应

Quasistatic Action of Tower Structure Subject to a Gust Wind