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Page 1: vectoranalysisgroup.comvectoranalysisgroup.com/journal_publications/jp31.pdf · Created Date: 7/9/2003 4:51:55 PM

Page 2: vectoranalysisgroup.comvectoranalysisgroup.com/journal_publications/jp31.pdf · Created Date: 7/9/2003 4:51:55 PM

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Journal of Earthquake Engineering Computational Modeling ...vectoranalysisgroup.com/journal_publications/jp72.pdf · Performance of Beam-Column Subassemblies', Journal of Earthquake

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vectoranalysisgroup.comvectoranalysisgroup.com/journal_publications/jp54.pdf · Frank J. Vecchio, FACI, is a professor of civil engineering at the University of profile due to-wobbling

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Modeling of interior beam-column joints for nonlinear ...vectoranalysisgroup.com/journal_publications/jp101.pdf · Modeling of interior beam-column joints for nonlinear analysis of

Robust tracking control for a class of MIMO nonlinear ...marquez/journal_publications... · For known linear time-invariant (LTI) systems, such design can be done by pole placement

ACI STRUCTURAL JOURNAL TECHNICAL PAPERvectoranalysisgroup.com/journal_publications/jp80.pdf · ACI Structural Journal/March-April 2013 285 Title no. 110-S25 ACI STRUCTURAL JOURNAL

Behavior of Steel Fiber-Reinforced Concrete Slabs under ...vectoranalysisgroup.com/journal_publications/jp88.pdf · impact test; inertia; punching shear; ... and steel fiber-reinforced

Tension-Stiffening Model for Steel Fiber-Reinforced ...vectoranalysisgroup.com/journal_publications/jp82.pdfpresented in this paper is that the tensile stress due to the tension-stiffening

Simplified Constitutive Model for Fatigue Behavior of ...vectoranalysisgroup.com/journal_publications/jp98.pdf · Simplified Constitutive Model for Fatigue Behavior of Concrete in

ACI STRUCTURAL JOURNAL TECHNICAL PAPERvectoranalysisgroup.com/journal_publications/jp58.pdf · ACI Structural Journal/July-August 2006 615 The problem addressed by the MCFT is to

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Simplified Diverse Embedment Model for Steel Fiber ...vectoranalysisgroup.com/journal_publications/jp83.pdf · steel fiber-reinforced concrete (SFRC) is derived by eliminating the

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Disturbed Stress Field Model for Unreinforced Masonryvectoranalysisgroup.com/journal_publications/jp86.pdf · element; therefore, with reference to the Mohr’s circle of stress shown

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Effect of Fiber Hybridization on Basic Mechanical …vectoranalysisgroup.com/journal_publications/jp102.pdfential parameter for the response of FRC. Studies on the pullout mechanisms

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ON THE POST-PEAK DUCTILITY OF SHEAR-CRITICAL BEAMS …vectoranalysisgroup.com/journal_publications/jp57.pdf · importance of accurately calculating the post-peak ductility of shear-critical

Behavior and modeling of superelastic ... - Analysis Groupvectoranalysisgroup.com/journal_publications/jp79.pdf · the results of Beam B4-NM, which failed outside the critical sec-tion,

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Effectiveness of Steel Fiber as Minimum Shear Reinforcementvectoranalysisgroup.com/journal_publications/jp73.pdf · of hooked-end steel fibers, with the degree of strength improvement

Diverse Embedment Model for Steel Fiber-Reinforced ...vectoranalysisgroup.com/journal_publications/jp76.pdf · based on Nammur and Naaman 4 and Lim et ... structures and the analysis

Nuclear Engineering and Design - VecTor Analysis Groupvectoranalysisgroup.com/journal_publications/jp75.pdfsteel plates was initiated at strains of about 25×103. Signiﬁcant experimental

Modeling of Steel-Concrete Composite Elements under In ...vectoranalysisgroup.com/journal_publications/jp95.pdf · Modeling of Steel-Concrete Composite Elements under In-Plane and

BEHAVIOUR AND ANALYSIS OF CYCLICALLYvectoranalysisgroup.com/journal_publications/jp39.pdf · behaviour of shear walls under cyclic loading conditions. This may include damage factors