Resilient and sustainable steel frame with innovative post-tensioned connections and rate-dependent passive dampers for multi-hazard resistant design
Resilient and sustainable steel frame with innovative post-tensioned connections and rate-dependent passive dampers for multi-hazard resistant design
批准号:
EP/K006118/1
负责人:
Theodore Karavasilis
金额:
$12.53万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2013
资助国家:
英国
项目状态:
已结题
起止时间:
2013 至 --
中文摘要
点击翻译按钮获取中文摘要
英文摘要
This project will investigate a steel moment-resisting frame with innovative post-tensioned beam-column connections and rate-dependent (elastomeric or fluid) passive dampers for multi-hazard resistant design. The overall research objectives are: a) decrease in the construction cost, rapid assembly on-site, simple deconstruction, adaptability, and potential for reuse of structural members; b) enhanced progressive collapse resistance and reparability against a sudden loss of column simulating bomb blast or heavy vehicle collision (terrorist attacks); and c) easy inspection/repair allowing almost immediate return to service after a strong (design) earthquake as well as increased life safety under a very strong (maximum credible) earthquake. The project will develop fundamental knowledge, design details, and design methods for the proposed steel frame by conducting integrated design, analysis and experimental research. In particular, the project will: a) develop design details and criteria for an innovative post-tensioned connection; b) experimentally evaluate the behaviour of the post-tensioned connection with large-scale monotonic and cyclic tests simulating a loss of column scenario and seismic loading, respectively; c) evaluate the seismic performance and the progressive collapse resistance of the proposed steel frame; d) develop a practical seismic design procedure for the proposed steel frame in the context of the European seismic design standard-Eurocode 8; and e) compare the costs and sustainability aspects of constructing the proposed steel frame and a conventional steel moment-resisting frame.The project will go beyond the state-of-the-art in the field of minimal-damage structural systems; significantly improve the UK's competitiveness in structural engineering; meet important national priorities related to sustainability and resilience; and align with EPSRC's global, economic and societal challenge themes.
期刊论文(4)
专著(0)
科研奖励(0)
会议论文
DOI:
10.1016/j.jcsr.2014.10.022
发表时间:
2015-02
期刊:
Journal of Constructional Steel Research
影响因子:
4.1
作者:
[A. S. Tzimas;A. Dimopoulos;T. Karavasilis]
通讯作者:
A. S. Tzimas;A. Dimopoulos;T. Karavasilis
TOWARDS EARTHQUAKE RESILIENT STEEL BUILDINGS: DESIGN AND ASSESSMENT OF POST-TENSIONED SELF-CENTERING MRFS WITH VISCOUS DAMPERS
抗震钢结构建筑:带有粘性阻尼器的后张自定心 MRFS 的设计和评估
DOI:
--
发表时间:
2014
期刊:
影响因子:
--
作者:
[A Tzimas]
通讯作者:
A Tzimas
DOI:
10.1007/s10518-016-9898-3
发表时间:
2016-03
期刊:
Bulletin of Earthquake Engineering
影响因子:
4.6
作者:
[A. S. Tzimas;G. Kamaris;T. Karavasilis;C. Galasso]
通讯作者:
A. S. Tzimas;G. Kamaris;T. Karavasilis;C. Galasso
国内基金
海外基金
海拔对榕小蜂群落多样性及榕-蜂互惠体系的影响
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批准号:30972294
-
项目类别:面上项目
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资助金额:30.0万元
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批准年份:2009
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负责人:Rhett D· Harrison
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依托单位:
海岸带综合管理与可持续发展模式研究
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批准号:70573018
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项目类别:面上项目
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资助金额:20.0万元
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批准年份:2005
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负责人:吴伟
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依托单位: