NEESR-SG: Controlled Rocking of Steel-Framed Buildings with Replaceable Energy Dissipating Fuses
NEESR-SG: Controlled Rocking of Steel-Framed Buildings with Replaceable Energy Dissipating Fuses
批准号:
0530756
负责人:
Gregory Deierlein
金额:
$0.0万
依托单位:
依托单位国家:
美国
项目类别:
Continuing Grant
财政年份:
2005
资助国家:
美国
项目状态:
已结题
起止时间:
2005-09-15 至 2011-08-31
中文摘要
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英文摘要
Proposal: CMS-0530756PI: Deierlein, GregoryInstitution: Stanford UniversityTitle: NEESR SG: Controlled Rocking of Steel-Framed Buildings with Replaceable Energy Dissipating Fuses Abstract Research and experience from past earthquakes suggest the need for buildings that are less vulnerable to damage and easier to repair after a major earthquake. Of particular concern are certain conventional systems, such as concentrically braced steel frame buildings, which are quite prevalent and whose design may rely on more inelastic energy dissipation than the systems can provide. The proposed research aims to develop a new structural system that employs rocking action and replaceable structural fuses to provide safe and cost effective resistance to earthquakes. The system combines desirable aspects of conventional steel-braced framing with two alternative and complementary fuse concepts - shear panel fuses and axial column fuses. The fuses utilize novel materials and components, including combinations of high-performance fiber reinforced cementitious composite shear panels fuses, low-yield steel shear panel fuses, and buckling-restrained axial column fuses. Guided by performance-based capacity design principles, the fuses are easily replaceable and can be tuned to provide optimal performance. Through a combined program of computational and experimental research, the project will encompass component and complete system response and synthesis of the results through a methodology for performance-based design that directly assesses life safety and life-cycle economic factors. The proposed concept emphasizes damage prevention to foundations and other structural elements that are difficult to repair; inelastic energy dissipation in structural fuses that are easy to replace; story drift control so that nonstructural damage is reduced; and sufficient safety against collapse. The research will involve quasi-static testing of a large-scale frame subassembly at the NEES facility at the University of Illinois at Urbana-Champaign and dynamic testing of a large-scale frame at the E-Defense shake table in Miki City, Japan. Outreach activities will focus on a project web site, web-based telepresence, and participation of undergraduate and graduate researchers.
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Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards
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批准号:1635043
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项目类别:Standard Grant
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财政年份:2016
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负责人:Gregory Deierlein
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NEESR: Seismically Isolated Unibody Residential Buildings for Enhanced Life-Cycle Performance
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Integrated System and Component Reliability in Seismic Collapse Safety of Structures
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依托单位:
Collaborative Research: Multi-Scale Simulation of Low-Triaxiality Fracture and Ultra Low Cycle Fatigue in Steel Structures
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Micromechanical Simulation of Earthquake-Induced Fractures in Welded Steel Structures
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Seismic Design Criteria and Plans for Large-Scale Testing of Composite RCS Frames
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批准号:9975501
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项目类别:Standard Grant
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资助金额:$12.18万
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财政年份:1999
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依托单位:
Seismic Design and Behavior of Composite RCS Frames
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批准号:9896368
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财政年份:1998
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依托单位:
Seismic Design and Behavior of Composite RCS Frames
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批准号:9632502
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财政年份:1996
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U.S.-Japan Cooperative Research: Seismic Design and Nonlinear Analysis of Steel and Composite Structure
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财政年份:1994
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Presidential Young Investigator Awards
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财政年份:1990
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负责人:Gregory Deierlein
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依托单位:
RIA: Computer Modeling and Examination of 3D Inelastic Beam-Column Joint Behavior in Steel Structures
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批准号:8908870
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项目类别:Standard Grant
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负责人:Gregory Deierlein
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依托单位:
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