LUISA MARÍA
GIL MARTÍN
CATEDRÁTICA DE UNIVERSIDAD
Santa Clara University
Santa Clara, Estados UnidosSanta Clara University-ko ikertzaileekin lankidetzan egindako argitalpenak (9)
2012
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Dynamic magnification factors of SDOF oscillators under harmonic loading
Applied Mathematics Letters, Vol. 25, Núm. 1, pp. 38-42
2011
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Recent developments in optimal reinforcement of RC beam and column sections
Engineering Structures, Vol. 33, Núm. 4, pp. 1170-1180
2010
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Eccentrically patch-loaded steel I-girders: The influence of patch load length on the ultimate strength
Journal of Constructional Steel Research, Vol. 66, Núm. 5, pp. 716-722
2009
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Optimum RC column reinforcement considering multiple load combinations
Structural and Multidisciplinary Optimization, Vol. 39, Núm. 2, pp. 153-170
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Ultimate strength of I-girders under eccentric patch loading: Derivation of a new strength reduction coefficient
Engineering Structures, Vol. 31, Núm. 7, pp. 1403-1413
2008
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Approximate expressions for the simulated response of slender longitudinal reinforcement in monotonic compression
Magazine of Concrete Research, Vol. 60, Núm. 6, pp. 391-397
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Proportioning of steel beam-column members based on RSD optimization methodology
Engineering Structures, Vol. 30, Núm. 11, pp. 3003-3013
2005
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Design of concrete members subjected to uniaxial bending and compression using reinforcement sizing diagrams
ACI Structural Journal, Vol. 102, Núm. 1, pp. 150-158
2004
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Optimal design of planar frames based on approximate second-order analysis
Engineering Optimization, Vol. 36, Núm. 3, pp. 281-290