Moss School of Construction, Infrastructure and Sustainability School
Affiliation
people
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Position
- Azizinamini, Atorod, Professor
organization within
Scholarly & Creative Works
select organization publications
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Article
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2022Self-Stressing Composite Steel Bridge Girder SystemFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001867 Web of Science: 000782623800009
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2022Reliability evaluation of twin steel box girder bridges using a simplified methodFull Text via DOI: 10.1016/j.engstruct.2022.114122 Web of Science: 000792410000002
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2021Identification and Analysis of Factors Affecting the Future of Bridge Design, Construction, and OperationFull Text via DOI: 10.1061/(ASCE)ME.1943-5479.0000943 Web of Science: 000683844300008
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2021Experimental study on concrete filled steel tubes to footing connection using ultra-high performance concreteFull Text via DOI: 10.1016/j.engstruct.2021.112540 Web of Science: 000663651300008
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20213D-Printing of Ultra-High-Performance Concrete for Robotic Bridge ConstructionFull Text via DOI: 10.1177/03611981211011645 Web of Science: 000684613100001
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2021Experimental investigation of redundancy of twin steel box-girder bridges under concentrated loadsFull Text via DOI: 10.1016/j.jcsr.2020.106440 Web of Science: 000609033100004
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2020Machine learning and image processing approaches for estimating concrete surface roughness using basic camerasFull Text via DOI: 10.1111/mice.12605 Web of Science: 000554547900001
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2020A theoretical analysis of mechanical and durability enhancement of circular reinforced concrete columns repaired with UHPCFull Text via DOI: 10.1016/j.engstruct.2019.109928 Web of Science: 000522248800006
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2020Experimental evaluation of concrete-to-UHPC bond strength with correlation to surface roughness for repair applicationFull Text via DOI: 10.1016/j.conbuildmat.2019.117753 Web of Science: 000527331900074
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2020Numerical Modelling of Concrete-to-UHPC Bond StrengthFull Text via DOI: 10.3390/ma13061379 Web of Science: 000529208000118
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2020Investigation of a Detail for Connecting Precast Columns to Precast Cap Beams Using Ultrahigh-Performance ConcreteFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001523 Web of Science: 000507915800007
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2020Cyclic Test of Concrete Bridge Column Utilizing Ultra-High Performance Concrete ShellFull Text via DOI: 10.1177/0361198120906088 Web of Science: 000515260700001
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2019Retrofitting of Bridge Columns Using UHPCFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001497 Web of Science: 000497970100012
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2019Improved Support Vector Machine Models for Work Zone Crash Injury Severity Prediction and AnalysisFull Text via DOI: 10.1177/0361198119845899 Web of Science: 000504280700060
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2019Seismic Performance of a New Connection Detail in an SDCL Steel Bridge SystemFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001460 Web of Science: 000481571200003
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2019Simplified Method to Estimate the Moment Capacity of Circular Columns Repaired with UHPCFull Text via DOI: 10.3390/infrastructures4030045 Web of Science: 000623630100008
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2019Chloride Penetration at Cold Joints of Structural Members with Dissimilar Concrete Incorporating UHPCFull Text via DOI: 10.3390/infrastructures4020018 Web of Science: 000623629200006
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2019Durable Bridge Columns using Stay-In-Place UHPC Shells for Accelerated Bridge ConstructionFull Text via DOI: 10.3390/infrastructures4020025 Web of Science: 000623629200013
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2019Enhancing Resiliency and Delivery of Bridge Elements using Ultra-High Performance Concrete as FormworkFull Text via DOI: 10.1177/0361198119834907 Web of Science: 000473162600040
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2019Experimental and numerical study on bond strength between conventional concrete and Ultra High-Performance Concrete (UHPC)Full Text via DOI: 10.1016/j.engstruct.2019.02.030 Web of Science: 000462104900023
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2019Experimental and numerical study on an innovative sandwich system utilizing UPFRC in bridge applicationsFull Text via DOI: 10.1016/j.engstruct.2018.11.052 Web of Science: 000456756600026
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2019Performance Assessment of an Existing 47-Story High-Rise Building under Extreme Wind LoadsFull Text via DOI: 10.1061/(ASCE)ST.1943-541X.0002239 Web of Science: 000450404900015
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2018Deck-pier connection detail for the simple for dead load and continuous for live load bridge system in seismic regionsFull Text via DOI: 10.1016/j.engstruct.2018.06.086 Web of Science: 000443663100005
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2017Experimental and numerical study on mechanical properties of Ultra High Performance Concrete (UHPC)Full Text via DOI: 10.1016/j.conbuildmat.2017.08.170 Web of Science: 000413879400039
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2017Comparison of detailing methods for straight skewed steel I-girder bridgesFull Text via DOI: 10.1016/j.jcsr.2017.05.003 Web of Science: 000405047200003
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2016Flexible Pile Head in Jointless Bridges: Design Provisions for H-Piles in Cohesive SoilsFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000791 Web of Science: 000371686700002
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2016Experimental Evaluation of High-Performance Sliding Surfaces for Bridge BearingsFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000708 Web of Science: 000370071400001
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2016Experimental Study of Seamless Bridge Transition System for US PracticeFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000749 Web of Science: 000370071400002
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2016Predicting the Service Life of Sliding Surfaces in Bridge BearingsFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000767 Web of Science: 000370071400006
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2016Proposed Design Provisions for a Seamless Bridge System: Cases of Flexible and Jointed PavementsFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000750 Web of Science: 000370071400003
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2015Flexible Pile Head in Jointless Bridges: Experimental InvestigationFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000628 Web of Science: 000351427300001
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2015Experimental Evaluation of Repair Options for Timber PilesFull Text via DOI: 10.3141/2481-16 Web of Science: 000362615100017
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2014
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2013Effect of Concrete Slab on Shear Capacity of Composite Plate Girders under Positive MomentFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0000319 Web of Science: 000316547900001
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2012Buckling of piles in cohesive soil supporting jointless bridgesFull Text via DOI: 10.3233/BRS-2012-0034 Web of Science: 000217351700003
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2011A finite deformation nonlinear thermo-elastic model that mimics plasticity during monotonic loadingFull Text via DOI: 10.1016/j.ijsolstr.2011.06.015 Web of Science: 000294747100019
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2009Geometrically Exact Nonlinear Extended-Reissner/Mindlin Shells: Fundamentals, Finite Element Formulation, ElasticityFull Text via DOI: 10.1080/15502280903108032 Web of Science: 000213021500002
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2008Shear strength and moment-shear interaction in transversely stiffened steel I-girdersFull Text via DOI: 10.1061/(ASCE)0733-9445(2008)134:9(1437) Web of Science: 000258488400004
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2007Shear capacity of hybrid plate girdersFull Text via DOI: 10.1061/(ASCE)1084-0702(2007)12:5(535) Web of Science: 000248817700001
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2006Delayed development of composite action in steel girder bridgesFull Text via DOI: 10.1080/15732480600902883 Web of Science: 000217326700002
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2005Experimental investigation of a bridge girder made of steel tube filled with concreteFull Text via DOI: 10.1016/j.jcsr.2004.07.004 Web of Science: 000226456800005
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2005Improved Moment Strength Prediction of Composite Steel Plate Girders in Positive BendingFull Text via DOI: 10.1061/(ASCE)1084-0702(2005)10:1(28) Web of Science: 000208060600004
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2004Outside the boxWeb of Science: 000223780500020
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2004High Performance Steel: Research Front-Historical Account of Research ActivitiesFull Text via DOI: 10.1061/(ASCE)1084-0702(2004)9:3(212) Web of Science: 000208059400002
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2004Moment connections to circular concrete-filled steel tube columnsFull Text via DOI: 10.1061/(ASCE)0733-9445(2004)130:2(213) Web of Science: 000188535100008
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2003Can less be more?Web of Science: 000187327200023
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2002Behavior and strength of circular concrete-filled tube columnsFull Text via DOI: 10.1016/S0143-974X(02)00005-6 Web of Science: 000178845600005
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2002Full scale testing of old steel truss bridgeWeb of Science: 000175807900015
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2002
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2002High-performance steel cost comparison studyWeb of Science: 000180589400004
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2001Experimental behavior of steel beam to CFT column connectionsFull Text via DOI: 10.1016/S0143-974X(01)00025-6 Web of Science: 000172114200003
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2001Design provisions for connections between steel beams and concrete filled tube columnsFull Text via DOI: 10.1016/S0143-974X(01)00016-5 Web of Science: 000171272400003
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1998Making the gradeWeb of Science: 000072812700034
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1997Steel reinforce concrete structures in 1995 Hyogoken-Nanbu earthquakeFull Text via DOI: 10.1061/(ASCE)0733-9445(1997)123:8(986) Web of Science: A1997XM35500003
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1997High-strength concrete columns: State of the artWeb of Science: A1997XL47800011
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1996Application of a new nondestructive evaluation technique to a 25 year-old prestressed concrete girderFull Text via DOI: 10.15554/pcij.05011996.82.95 Web of Science: A1996UQ23900007
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1995TENSION DEVELOPMENT LENGTH OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETEFull Text via DOI: 10.1016/0141-0296(95)00096-P Web of Science: A1995RX36300005
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1995DESIGN OF THROUGH BEAM CONNECTION DETAIL FOR CIRCULAR COMPOSITE COLUMNSFull Text via DOI: 10.1016/0141-0296(94)00002-B Web of Science: A1995QY65100007
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1994OLD CONCRETE SLAB BRIDGES .1. EXPERIMENTAL INVESTIGATIONFull Text via DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3284) Web of Science: A1994PM62200011
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1994OLD CONCRETE SLAB BRIDGES .2. ANALYSISFull Text via DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3305) Web of Science: A1994PM62200012
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1994
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1993
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1992
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1989STATIC AND CYCLIC PERFORMANCE OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONSFull Text via DOI: 10.1061/(ASCE)0733-9445(1989)115:12(2979) Web of Science: A1989CB84400002
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1987TESTING OF LARGE-SCALE CONCRETE CONTAINMENT STRUCTURAL ELEMENTSFull Text via DOI: 10.1016/0029-5493(87)90039-2 Web of Science: A1987G505400005
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1987INITIAL STIFFNESS OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONSFull Text via DOI: 10.1016/0143-974X(87)90054-X Web of Science: A1987J925800005
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Book
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Book Chapter
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2008Development of field data for effective implementation of the mechanistic empirical pavement design procedure. 233-233.Full Text via DOI: 10.1201/9781439828410.ch188
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Conference
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2020Severity of Worker-Involved Work Zone Crashes: A Study of Contributing Factors. 47-59.Full Text via DOI: 10.1061/9780784483145.005 Web of Science: 000629135000005
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2019Development of Innovative Short-Span Bridge System Using UHPC FormworksFull Text via DOI: 10.21838/uhpc.9685
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2012A Comprehensive Guide for Designing Bridges for Service Life. 2750-2757.Web of Science: 000328502804012
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2008
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2006Steel bridge system - Simple for dead load, continuous for live load. 775-776.Full Text via DOI: 10.1201/b18175-328
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2003
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2003High performance steel cost comparison study. 275-300.Web of Science: 000222114200025
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2001
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2000
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1999Negative bending tests of HPS-485W bridge girders. 558-565.Web of Science: 000084506000073
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1999Design of tension lap splices in high strength concrete. 1-11.Web of Science: 000084624400001
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1999Seismic behavior of high strength concrete filled tube (CFT) columns. 149-158.Web of Science: 000084624400012
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1996Lessons from the behavior of composite structures during the 1995 Hyogoken-Nanbu earthquake. 301-307.Web of Science: A1996BJ02W00022
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1996A non-destructive method for prestress evaluation. 900-907.Web of Science: A1996BG80A00115
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1995Cross frames in steel girder bridges - Their role during and after construction. 95-101.Web of Science: A1995BF92B00018
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1995Technology transfer into practice: The beginning and end. 663-676.Web of Science: A1995BF51S00057
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1994SEISMIC BEHAVIOR OF HIGH-STRENGTH CONCRETE COLUMNS. 599-602.Web of Science: A1994BB84E00060
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1994
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1993RATING OLD CONCRETE SLAB BRIDGES. 183-188.Web of Science: A1993BB91X00029
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1993
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1993Interaction between beam and steel connections. 1258-1263.
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1993
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1992
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1986
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Note
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Other Scholarly Work
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2020Accelerated Bridge ConstructionFull Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001643 Web of Science: 000602493000007
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2005Acceleration and Advances in Steel Bridges. 4-6.Full Text via DOI: 10.1361/154770205X65855 Web of Science: 000217627100002
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1997High-strength concrete columns: State of the art (vol 94, pg 323, 1997). 605-605.Web of Science: A1997YA03500017
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1994BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE - CLOSURE. 500-501.Web of Science: A1994NZ58300018
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