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2篇 您的检索式：作者名="Ian G.Buckle"

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		题名	作者	年代	出处	被引量
	1	Highway bridge seismic design:summary of FHWA/MCEER project on seismic vulnerability of new highway construction显示文摘The Federal Highway Administration (FHWA) sponsored a large, multi-year project conducted by theMultidisciplinary Center for Earthquake Engineering Research (MCEER) titled 'Seismic Vulnerability of New HighwayConstruction' (MCEER Project 112), which was completed in 1998. MCEER coordinated the work of many researchers, whoperformed studies on the seismic design and vulnerability analysis of highway bridges, tunnels, and retaining structures.Extensive research was conducted to provide revisions and improvements to current design and detailing approaches andnational design specifications for highway bridges. The program included both analytical and experimental studies, andaddressed seismic hazard exposure and ground motion input for the U.S. highway system; foundation design and soil behavior;structural importance, analysis, and response; structural design issues and details; and structural design criteria.	Ian M.Friedland Ian G.Buckle George C.Lee	2002	Earthquake Engineering and Engineering Vibration2002，1，1：	3
	2	Finite element investigation of steel built-up shear links subjected to inelastic deformations显示文摘Non-linear finite element models accounting for large displacements have been used to investigate the behavior of steel built-up shear links that had previously been tested using large-scale experiments. The links were designed using stccl grades with yield points ranging from high to low strengths. The objectives of thc numerical analyses were to further investigate the non-linear behavior and to correlate the numerical results with experimental observations. Elasto-plastic as well as cyclic stress-strain material properties were incorporated to study the influence of material behavior on the overall shear link response. Non-linear monotonic analyses of the shear links incorporating the cyclic stress-strain steel properties resulted in similar trends in the response as the backbone curves recorded from the physical experiments. The numerical models of built-up shear links utilizing structural grade steels closely correlated to the experimentally recorded shear strength.Models utilizing low yield point steels overestimated the shear strength, which was caused by the characteristics of cyclic behavior of those steels. The detailed numerical models also allowed for investigation of the plastic strain demands on the different components of the link. It was shown that finite element models combined with appropriate stress-strain relationship may be used with confidence to check the design of shear links of different steel grades and sectional geometries.	Peter Dusicka Ahmad M.Itani Ian G.Buckle	2004	Earthquake Engineering and Engineering Vibration2004，3，2：	1

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