Riyadh Hindi

发表

Effect of Inconsistent Diaphragms on Exterior Girder Rotation During Overhang Deck Construction

Ashiquzzaman, Li Hui, Ahmed Ibrahim, 2016 .

Proposed Seismic Retrofitting Method for Bridges With Multicolumn Bents

Riyadh Hindi, Murat Dicleli, 2004 .

Evaluation of the Orientation of Concrete Finishing Machines in Skewed Bridges

Riyadh Hindi, Miguel A. Vicente, Faress Hraib, 2020 .

Experimental Investigation of Retrofitted Web-Gap Regions in Steel Bridge Girders

Will Lindquist, Riyadh Hindi, Mehdi Motaleb, 2018 .

A Simplified method to minimize exterior girder rotation of steel bridges during deck construction

Riyadh Hindi, Miguel A. Vicente, Li Hui, 2019, Engineering Structures.

AASHTO-LRFD Live Load Distribution for Beam-and-Slab Bridges: Limitations and Applicability

Riyadh Hindi, Zaher Yousif, 2007 .

An experimental study of bridge deck cracking using type K-cement

Riyadh Hindi, Douglas Richardson, Ying Tung, 2014 .

Live Load Distribution Factor for Highway Bridges Based on AASHTO-LRFD and Finite Element Analysis

Riyadh Hindi, Zaher Yousif, 2006 .

Effect of Modifying Bearing Fixities on the Seismic Response of Short- to Medium-Length Bridges with Heavy Substructures

Riyadh Hindi, Murat Dicleli, 2006 .

Effectiveness of Exterior Beam Rotation Prevention Systems for Bridge Deck Construction

Ahmed Ibrahim, Ashiquzzaman, Will Lindquist, 2019 .

Repair Measures for a Seismically Retrofitted Steel Bridge Experiencing Distortion-Induced Fatigue Cracks: Numerical Study

Will Lindquist, Riyadh Hindi, Ahmed Ibrahim, 2017 .

Evaluation and upgrading web-gap distortion retrofits in steel girder bridges

Ahmed Ibrahim, Will Lindquist, Riyadh Hindi, 2019 .

Effectiveness of different bracing systems to prevent exterior girder rotation during bridge deck construction

Ashiquzzaman, Li Hui, Ahmed Ibrahim, 2017 .

Assessment of the Rotation of Exterior Bridge Girders Due to Construction Loading Using TAEG Software

Ashiquzzaman, Will Lindquist, Riyadh Hindi, 2017 .

Inelastic Damage Analysis of Reinforced Concrete Bridge Columns Based on Degraded Monotonic Energy

Riyadh Hindi, Robert G. Sexsmith, 2004 .

Shear capacity of diagonally reinforced coupling beams

Riyadh Hindi, Midhat A. Hassan, 2004 .

PREDICTION OF DAMAGE IN R/C SHEAR PANELS SUBJECTED TO REVERSED CYCLIC LOADING

Riyadh Hindi, Murat Dicleli, M. Y. Mansour, 2005 .

Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge

Will Lindquist, Riyadh Hindi, Ahmed Ibrahim, 2016 .

SEISMIC RETROFITTING OF BRIDGES BY RESPONSE MODIFICATION TECHNIQUES BASED ON ALTERING BEARING FIXITIES

Riyadh Hindi, Murat Dicleli, 2005 .

AASHTO-LRFD live load distribution: Limitations and applicability

Riyadh Hindi, Zaher Yousif, 2006 .

Investigation of Distortion-Induced Web-Gap Cracking in a Seismically Retrofitted Steel Bridge: Repair Measures

Will Lindquist, Riyadh Hindi, Mehdi Motaleb, 2017 .

Mitigation of Exterior Beam Rotation in Bridge Construction Through Experimental Investigation of Different Bracing Systems

Li Hui, Will Lindquist, Riyadh Hindi, 2017 .

Live Load Distribution Factors for Cast-in-Place Concrete Box Girder Bridges

Riyadh Hindi, Ryan Doerrer, 2008 .

A Proposed Damage Model for RC Bridge Columns under Cyclic Loading

Riyadh Hindi, Robert G. Sexsmith, 2001 .

Torsionally Loaded Circular Concrete Members Confined with Spirals

Riyadh Hindi, Benjamin J. Browning, 2011 .

Analytical prediction of the pinching mechanism of RC elements under cyclic shear using a rotation-angle softened truss model

Riyadh Hindi, M. Y. Mansour, Jung-Yoon Lee, 2005 .

Axial behavior of high-strength concrete confined with multiple spirals

Will Lindquist, Riyadh Hindi, Lonnie Marvel, 2014 .

Simplified Trilinear Behavior of Diagonally ReinforcedCoupling Beams

Riyadh Hindi, Midhat A. Hassan, 2007 .

Influence of Different Confinement Patterns on the Axial Behavior of R/C Columns

Riyadh Hindi, R. Hindi, Amir Elsharief, 2005 .

Torsional Ductility of Circular Concrete Bridge Columns

Riyadh Hindi, Benjamin J. Browning, Lonnie Marvel, 2007 .