首页> 外文OA文献 >Comparing Hysteretic Energy and inter-story drift in steel frames with V-shaped brace under near and far fault earthquakes

【2h】

Comparing Hysteretic Energy and inter-story drift in steel frames with V-shaped brace under near and far fault earthquakes

机译：近断层地震和远断层地震下V形支撑钢框架的滞回能量和层间位移的比较

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
Abdollahzadeh Gholamreza; Faghihmaleki Hadi; Esmaili Hedieh;
展开▼
作者单位

展开▼
年度 2016
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Evaluation of a Simplified Method to Estimate the Peak Inter-Story Drift Ratio of Steel Frames with Hysteretic Dampers [J] . Jae-Do Kang, Yasuhiro Mori Applied Sciences . 2017,第5期

机译：评估带有滞后阻尼器的钢框架的峰值层间漂移比的简化方法的评估
2. Evaluation of a Simplified Method to Estimate the Peak Inter-Story Drift Ratio of Steel Frames with Hysteretic Dampers [J] . Jae-Do Kang, Yasuhiro Mori Applied Sciences . 2017,第5期

机译：评估带有滞后阻尼器的钢框架的峰值层间漂移比的简化方法的评估
3. Mitigation of inter-story drift concentration in multi-story steel Concentrically Braced Frames through implementation of Rocking Coresqq [J] . Bing Qu, Francisco Sanchez-Zamora, Michael Pollino Engineering Structures . 2014,第jula1期

机译：通过实施Rocking Coresqq减轻多层钢同心支撑框架中层间漂移的集中
4. SEISMIC DESIGN OF MULTISTORY TENSION-ONLY CONCENTRICALLY BRACED BEAM-THROUGH FRAMES AIMED AT UNIFORM INTER-STORY DRIFT [C] . Chao Zou, Wei Wang, Yiyi Chen International Conference on Behaviour of Steel Structures in Seismic Areas . 2015

机译：多层张力的地震设计 - 仅采用同心支撑的光束框架，旨在制服统一的讲话漂移
5. Performance-based plastic design of earthquake resistant steel structures: Concentrically braced frames, tall moment frames, plate shear wall frames. [D] . Bayat, Mohammad Reza. 2010

机译：基于性能的抗震钢结构塑料设计：同心支撑框架，高弯矩框架，板剪力墙框架。
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

机译：钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
7. Evaluation of a Simplified Method to Estimate the Peak Inter-Story Drift Ratio of Steel Frames with Hysteretic Dampers [O] . Jae-Do Kang, Yasuhiro Mori 2017

机译：评估具有滞后阻尼器的钢框架峰值层间漂移比的简化方法
8. Toward Earthquake-Resistant Design of Concentrically Braced Steel-Frame Structures [R] . Uriz, P., Mahin, S. A. 2008

机译：作者：王莹，山西建筑sHaNXI aRCHITECTURE 2008年第12期对抗支撑钢框架结构的抗震设计

Comparing Hysteretic Energy and inter-story drift in steel frames with V-shaped brace under near and far fault earthquakes

著录项

引文网络

相似文献

相关主题

期刊订阅