1.
Damping ratio is an important parameter and plays a decisive role in the design of a structure with energy dissipation devices.
阻尼比是消能减震结构设计的重要参数,对消能减震结构设计具有决定性影响。
2.
Dynamic Analysis and Optimum Design of the Passive Energy Dissipation System;
消能减震结构的动力分析及优化设计
3.
Optimum Design Method of Structure Seismic Strengthening and Passive Energy Dissipation;
结构抗震加固和消能减震优化设计方法
4.
Study on the Damped Energy-dissipated Earthquake-reduction Technique of Self-anchored Suspension Bridges;
自锚式悬索桥结构消能减震设计方法研究
5.
Theory and Method of Performance-Based Seismic Design of Structures with Passive Energy Dissipation Systems;
消能减震结构基于性能的抗震设计理论与方法研究
6.
An optimization design method for shear wall structure with energy dissipation devices is put forward.
提出了一种消能减震剪力墙结构最优阻尼比的设计方法。
7.
Design and Analysis of Seismic Performance of Buckling-Restrained Braced Frames
防屈曲支撑框架结构设计及消能减震效果分析研究
8.
Discussion on design techniques of seismic reduction and energy dissipation with dampers in building structures
建筑结构中阻尼器消能减震设计关键技术的探讨
9.
Studies on Performance-Based Seismic Design Method for Steel Structure with Dampers;
耗能减震钢结构基于性能的抗震设计方法研究
10.
Performance-Based Seismic Design Method for Passive Energy Dissipated Steel Structures;
被动耗能减震钢结构基于性能的抗震设计方法
11.
Performance-Based Seismic Design Method for Buildings Equipped with Passve Energy Dissipation Systems;
被动耗能减震结构基于性能的抗震设计方法
12.
Calculation method for additional equivalent damping ratio of energy dissipation structure
消能减震结构附加等效阻尼比计算方法
13.
The Design and Analysis Based Energy Dissipation for Short-Piered Shear Wall Structure with High-Level Transfer Floor;
高位转换短肢剪力墙结构耗能减震设计与分析
14.
Nonlinear Static Procedure for Friction Dissipative Structure Systems;
摩擦耗能减震结构分析设计的非线性静力方法
15.
Study on Analysis and Design Methods of Passive Energy Dissipation Systems;
被动耗能减震结构的分析与设计方法研究
16.
Study on Seismic Behavior and Design Theory of Energy-Dissipation Braced Frame Structures;
消能支撑框架结构抗震性能与设计方法的研究
17.
Study on the Energy Dissipation and Shake-Reduction in PBSD
消能减震在基于性能的抗震设计中的研究
18.
Analysis of seismic response of structures with dissipation devices by using fictitious force method
基于拟力法的消能减震结构地震反应分析