结构抗震性能
- 网络Structural seismic performance;structural seismic behavior;Structure Earthquake-resistance Capability
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并且通过试验得到的HADAS阻尼器滞回曲线和力学性能参数评价了HADAS阻尼器的滞回耗能性能和对结构抗震性能的影响。
The hysteresis energy dissipation capacity of HADAS damper and its influence on structural seismic behavior are evaluated by the hysteresis loops of dampers and their mechanical characteristics obtained from the test . 2 .
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填充墙对RC框架结构抗震性能的影响及对策研究
Research on Effect of Infill Walls to Seismic Characteristic of RC Frame and Its Countermeasures
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SSI效应对大型双曲线冷却塔结构抗震性能的影响
Influence of SSI effect on aseismic performance of hyperbolic cooling tower
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基于IDA分析的城市轨道交通桥梁结构抗震性能研究
Study on Seismic Performance of Urban Rail Transit Bridge Structures Based on IDA Analysis
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FPS动力参数对新型巨型框架减振结构抗震性能的影响
Effect of Dynamic Factors of Friction Pendulum System on Seismic Performance of Vibration-absorption Reinforced Concrete Mega-frame Structures
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Push-over是目前广泛应用于评估结构抗震性能的一种静力弹塑性分析方法。
As a non-linear static analysis method , push-over analysis is an important tool of the performance based seismic design .
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通过对三种分析方法的结果对比,探讨了push-over分析方法在高层建筑结构抗震性能分析中的适用性,为进一步研究和完善push-over方法在这类结构中的应用提供了依据。
Through comparison of the results from the above three analysis methods , the advantages and disadvantages of the push-over method and its application in tall building structures are discussed .
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目标位移估计是Pushover分析方法用于结构抗震性能评估的关键问题之一。(2)对结构的概率抗震能力分析进行了研究。
Focused on structural probabilistic seismic demand analysis and displacement-based seismic design , this dissertation involves the following work : 1 . Estimating the structural target displacement is essential for Pushover analysis method to be applied to the evaluation of structural seismic performance .
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基于Park-Ang模型的破坏准则,结合理论分析和数值计算方法,探讨了适合评价组合梁钢框架结构抗震性能的方法。
Based on the failure criterion of Park-Ang model , through the theoretical analysis and numerical calculation method , explore the evaluation method of steel frame of composite beams structure seismic performance .
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板柱结构抗震性能的若干问题探讨
Discussion of Several Problems on Seismic Behavior of Flat Plate Structures
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不同参数取值对复阻尼模型结构抗震性能的影响
Effect of different parameters on seismic performance of complex damping structures
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西双版纳机场新航站楼结构抗震性能化设计研究
Performance based seismic design and research of Xishuangbanna New Airport Terminal
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水电站厂房钢管混凝土排架结构抗震性能
Seismic behavior of concrete-filled steel tube bent structure of hydropower stations
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框架-核心筒高层混合结构抗震性能评价及破坏模式分析
Seismic performances and failure mode analysis of hybrid frame-core tube structures
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结果表明,结构抗震性能良好。
It indicated that the structure earthquake resistance performance is well .
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已建建筑结构抗震性能的评估方法
Methods for Evaluating the Seismic Performance of Existing Buiding Structures
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影响框架填充墙结构抗震性能的几点探讨
Discussion of Seismic Property of RC Frame Structure with Filled in Masonry
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规则结构抗震性能评估的改进能力谱方法
Assessment on aseismic performance of regular structures by improved capacity spectrum method
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拱式转换层刚度比对结构抗震性能的影响分析
The Effect of Stiffness Ration on Seismic Behavior of Arch Transfer Structure
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灌芯混凝土石膏墙板结构抗震性能试验研究
Research on seismic behaviour of reinforced plasterboard filled with concrete
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钢筋混凝土框架砖填充墙结构抗震性能的研究
Study on seismic behavior of brick masonry infilled reinforced concrete frame structures
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高层型钢混凝土框筒混合结构抗震性能试验研究
Experimental Study on Seismic Performance of High-rise SRC Hybrid Structures
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一种基于反应谱理论的结构抗震性能能量判据
Energy Diagnosis Basis for Structure Anti-seism Performance Based on Reactive Spectrum Theory
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钢管混凝土结构抗震性能的比较研究
Comparative study on the earthquake behavior of concrete filled steel tubular structures
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长输管道悬索跨越结构抗震性能的试验研究
Experimental study on seismic behavior of suspension bridge used for long-distance pipelines
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带墙体覆面板的榫卯木结构抗震性能分析
Study on the Seismic Performance of Mortise-Tenon Connection Tiber Structure with Wood-walls
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核电站安全阀结构抗震性能分析及评定
Seismic Analysis and Assessment of Safety Valve Structure for Nuclear Power Plant
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框剪结构抗震性能的改善
The Improvement of Seismic Characteristic of Reinforced Concrete Frame-shear Structure
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石砌体结构抗震性能及其模糊抗震可靠度的研究
Study on the seismic behaviour and fuzzy earthquake-resistant reliability of stone masonry structures
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小浪底南岸进水塔结构抗震性能分析
Seismic behavior analysis of intake tower on the south bank of Xiaolangdi reservoir