The Sliding isolation pendulum for seismic protection of buildings

Author:

Huber Peter,Medeot Renzo

Abstract

<p>Special measures for effective seismic protection of buildings are and will be applied more often in the future due to increasing requirements. The impact requirements, i.e. the earthquake data, get more severe, as in many countries revised probabilities for more severe earthquakes were and will be defined. On the resistance side the standards and national requirements define new limits for maximum stresses and accelerations within the building structure to provide best possible damage limitation. The principle of seismic isolation is a method to provide structural flexibility to avoid big accelerations within the structure. The Sliding Isolation Pendulum (SIP) is a device decoupling the structure from the ground, supporting the entire structure, granting for the necessary damping and ensuring the re-centring of the structure during and after an earthquake. The application of the SIP is illustrated for three recently constructed buildings in Greece and Turkey.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference8 articles.

1. , IABSE Symposium: Structures and Extreme Events, Lisbon, Portugal, 14-17 September 2005

2. ZAYAS V., STANLEY L., "Sliding Isolation Systems and their Applications", ASCE Annual Seminar, United Engineering Center, New York, U.S.A., 1995

3. BRAUN CH., MEDEOT R., "Seismic Hardware Suitable for Energy Approach Design", Seminar on Seismic Isolation, Passive Energy Dissipation and Axtive Control of Vibrations of Structures, Cheju, Korea, 1999

4. MEDEOT R., "Re-centring Capability Evaluation of seismic Isolation Systems based on Energy Concepts", 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004

5. BENZONI G., Testing Reports and Comments, Testing Sessions in CALTRANS Testing Rig University of California San Diego (UCSD), San Diego, U.S.A., 2005-2006

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Effectiveness of Fiber Reinforced Elastomeric Bearings as Anti-Seismic Devices;IABSE Symposium, Bangkok 2009: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient;2009

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3