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Limiting Peak Base-Shear and Displacement in Extreme Seismic Events Using Sacrificial Fuses and High-Capacity Viscous Damping

机译：使用牺牲性保险丝和大容量粘性阻尼来限制极端地震事件中的峰值剪力和位移

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8-pages

机译：8页

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Simon V.; Labise C.C.; Rodgers G.A.; MacRae G.A.; Chase J.G.;
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年度 2012
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正文语种 en
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1. Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings [J] . Fabio Mazza, Alfonso Vulcano Bulletin of earthquake engineering . 2014,第6期

机译：等效粘滞阻尼用于基于滞后阻尼支撑的位移抗震设计
2. Equivalent Viscous Damping Models in Displacement Based Seismic Design [J] . Raul Zaharia Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section . 2005,第1a2期

机译：基于位移的抗震设计中的等效粘性阻尼模型
3. Experimental Evaluation of a Sacrificial Seismic Fuse Device for Masonry Infill Walls [J] . Mohammad Aliaari, AN M. Memari Journal of Architectural Engineering . 2007,第2期

机译：砌体填充墙牺牲地震保险丝装置的实验评估
4. Pin-Fuse Systems-Limiting Structural Damage in Major Seismic Events Using Friction Fuses [C] . Mark Sarkisian, Neville Mathias, Rupa Garai, Annual convention of the Structural Engineers Association of California 2010. . 2010

机译：销保险丝系统-使用摩擦熔断器限制重大地震事件中的结构破坏
5. Sweep efficiency for solvent injection into heavy oil reservoirs at grain-scale displacement of extremely viscous fluid. [D] . Taghizadeh Dizaj Cheraghi, Okhtay. 2007

机译：在极粘性流体的颗粒级位移下，将溶剂注入重油储层的扫描效率。
6. EQUIVALENT LINEARIZATION TO PREDICT DYNAMIC PROPERTIES AND SEISMIC PEAK RESPONSES OF A STRUCTURAL SYSTEM WITH HIGH VISCOUS DAMPING AND HYSTERETIC DAMPING [O] . Kazuhiko KASAI, Yoshifumi KAWANABE 2005

机译：等效线性化，以预测高粘性阻尼和滞回阻尼结构系统的动态特性和地震峰值响应
7. Experimental and Analytical Investigation of Seismic Retrofit of Structures withSupplemental Damping. Part 1. Fluid Viscous Damping Devices [R] . Reinhorn, A. M., Li, C., Constantinou, M. C. 1995

机译：添加到阅览室阅读软件下载与<<补给阻尼结构抗震改造试验与分析研究>>相似的文献。第1部分。流体粘性阻尼装置

Limiting Peak Base-Shear and Displacement in Extreme Seismic Events Using Sacrificial Fuses and High-Capacity Viscous Damping

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