Moss School of Construction, Infrastructure and Sustainability School
Affiliation
people
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Position
- Azizinamini, Atorod, Professor
organization within
Scholarly & Creative Works
selected publications
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Article
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2023Experimental and Numerical Investigation of Prefabricated Concrete Barrier Systems Using Ultra-High-Performance Concrete. TRANSPORTATION RESEARCH RECORD.Full Text via DOI: 10.1177/03611981231162591 Web of Science: 000957592900001
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2023Introduction to the concept of modular blocks for lunar infrastructureFull Text via DOI: 10.1016/j.actaastro.2023.03.004 Web of Science: 000951969900001
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2023Repair of Timber Piles Using Ultra-High-Performance Concrete: Investigation of Load Transfer and Load-Carrying Capacity. TRANSPORTATION RESEARCH RECORD. 2677:1016-1032.Full Text via DOI: 10.1177/03611981221121129 Web of Science: 000854538200001
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2022Identifying Topological Credentials of Physical Infrastructure Components to Enhance Transportation Network Resilience: Case of Florida Bridges. JOURNAL OF TRANSPORTATION ENGINEERING PART A-SYSTEMS. 148.Full Text via DOI: 10.1061/JTEPBS.0000712 Web of Science: 000836911800017
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2022Self-Stressing Composite Steel Bridge Girder System. JOURNAL OF BRIDGE ENGINEERING. 27.Full 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 method. ENGINEERING STRUCTURES. 259.Full 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 Operation. JOURNAL OF MANAGEMENT IN ENGINEERING. 37.Full 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 concrete. ENGINEERING STRUCTURES. 242.Full 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 Construction. TRANSPORTATION RESEARCH RECORD. 2675:307-319.Full Text via DOI: 10.1177/03611981211011645 Web of Science: 000684613100001
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2021Effect of mechanical connectors on interface shear strength between concrete substrates and UHPC: Experimental and numerical studies and proposed design equation. CONSTRUCTION AND BUILDING MATERIALS. 267.Full Text via DOI: 10.1016/j.conbuildmat.2020.120587 Web of Science: 000604573000009
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2021Experimental investigation of redundancy of twin steel box-girder bridges under concentrated loads. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 177.Full 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 cameras. COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING. 36:213-226.Full Text via DOI: 10.1111/mice.12605 Web of Science: 000554547900001
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2020Comparative Study of Cyclic and Shake Table Tests for Simple for Dead Load and Continuous for Live Load Steel Bridge System in Seismic Area. TRANSPORTATION RESEARCH RECORD. 2674:233-243.Full Text via DOI: 10.1177/0361198120921853 Web of Science: 000539590100001
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2020A theoretical analysis of mechanical and durability enhancement of circular reinforced concrete columns repaired with UHPC. ENGINEERING STRUCTURES. 209.Full 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 application. CONSTRUCTION AND BUILDING MATERIALS. 238.Full 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 Concrete. JOURNAL OF BRIDGE ENGINEERING. 25.Full Text via DOI: 10.1061/(ASCE)BE.1943-5592.0001523 Web of Science: 000507915800007
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2020Service Life Design of Deck Closure Joints in ABC Bridges: Guidelines and Practical ImplementationFull Text via DOI: 10.3389/fbuil.2019.00152 Web of Science: 001050680400001
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2020Cyclic Test of Concrete Bridge Column Utilizing Ultra-High Performance Concrete Shell. TRANSPORTATION RESEARCH RECORD. 2674:158-166.Full Text via DOI: 10.1177/0361198120906088 Web of Science: 000515260700001
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2019Retrofitting of Bridge Columns Using UHPC. JOURNAL OF BRIDGE ENGINEERING. 24.Full 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 Analysis. TRANSPORTATION RESEARCH RECORD. 2673:680-692.Full 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 System. JOURNAL OF BRIDGE ENGINEERING. 24.Full 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 Formwork. TRANSPORTATION RESEARCH RECORD. 2673:443-453.Full 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). ENGINEERING STRUCTURES. 186:297-305.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 applications. ENGINEERING STRUCTURES. 180:349-356.Full 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 Loads. JOURNAL OF STRUCTURAL ENGINEERING. 145.Full Text via DOI: 10.1061/(ASCE)ST.1943-541X.0002239 Web of Science: 000450404900015
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2019Simplified Method to Determine the Effect of Detailing on Cross-Frame Forces. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 56:187-200.Web of Science: 000651306400001
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2018New Connection Detail to Connect Precast Column to Cap Beam using Ultra-High-Performance Concrete in Accelerated Bridge Construction Applications. TRANSPORTATION RESEARCH RECORD. 2672:207-220.Full Text via DOI: 10.1177/0361198118792766 Web of Science: 000469286600020
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2018Deck-pier connection detail for the simple for dead load and continuous for live load bridge system in seismic regions. ENGINEERING STRUCTURES. 173:76-88.Full Text via DOI: 10.1016/j.engstruct.2018.06.086 Web of Science: 000443663100005
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2018A comparison of existing analytical methods to predict the flexural capacity of Ultra High Performance Concrete (UHPC) beams. CONSTRUCTION AND BUILDING MATERIALS. 172:10-18.Full Text via DOI: 10.1016/j.conbuildmat.2018.03.229 Web of Science: 000432768100002
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2017Experimental and numerical study on mechanical properties of Ultra High Performance Concrete (UHPC). CONSTRUCTION AND BUILDING MATERIALS. 156:402-411.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 bridges. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 136:24-34.Full 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 Soils. JOURNAL OF BRIDGE ENGINEERING. 21.Full 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 Bearings. JOURNAL OF BRIDGE ENGINEERING. 21.Full 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 Practice. JOURNAL OF BRIDGE ENGINEERING. 21.Full 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 Bearings. JOURNAL OF BRIDGE ENGINEERING. 21.Full 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 Pavements. JOURNAL OF BRIDGE ENGINEERING. 21.Full 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 Investigation. JOURNAL OF BRIDGE ENGINEERING. 20.Full 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 Piles. TRANSPORTATION RESEARCH RECORD. 124-131.Full Text via DOI: 10.3141/2481-16 Web of Science: 000362615100017
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2014Development and Experimental Testing of Connections for the Simple for Dead Load-Continuous for Live Load Steel Bridge System. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 51:83-108.Web of Science: 000344842500002
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2014Experimental Investigation, Application and Monitoring of a Simple for Dead Load-Continuous for Live Load Connection for Accelerated Modular Steel Bridge Construction. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 51:177-198.Web of Science: 000344842700004
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2014Field Application Case Studies and Long-Term Monitoring of Bridges Utilizing the Simple for Dead-Continuous for Live Bridge System. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 51:155-175.Web of Science: 000344842700003
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2014Numerical Analysis and Design Provision Development for the Simple for Dead Load-Continuous for Live Load Steel Bridge System. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 51:109-126.Web of Science: 000344842500003
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2014Simple for Dead Load-Continuous for Live Load Steel Bridge Systems. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 51:59-81.Web of Science: 000344842500001
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2013Effect of Concrete Slab on Shear Capacity of Composite Plate Girders under Positive Moment. JOURNAL OF BRIDGE ENGINEERING. 18:89-98.Full 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 loading. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES. 48:2977-2986.Full 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-girders. JOURNAL OF STRUCTURAL ENGINEERING. 134:1437-1449.Full 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 girders. JOURNAL OF BRIDGE ENGINEERING. 12:535-543.Full 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 concrete. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 61:371-386.Full 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 Bending. JOURNAL OF BRIDGE ENGINEERING. 10:28-38.Full Text via DOI: 10.1061/(ASCE)1084-0702(2005)10:1(28) Web of Science: 000208060600004
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2004Outside the box. CIVIL ENGINEERING. 74:58-61.Web of Science: 000223780500020
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2004High Performance Steel: Research Front-Historical Account of Research Activities. JOURNAL OF BRIDGE ENGINEERING. 9:212-217.Full 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 columns. JOURNAL OF STRUCTURAL ENGINEERING. 130:213-222.Full Text via DOI: 10.1061/(ASCE)0733-9445(2004)130:2(213) Web of Science: 000188535100008
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2003Can less be more?. CIVIL ENGINEERING. 73:70-77.Web of Science: 000187327200023
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2002Behavior and strength of circular concrete-filled tube columns. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 58:1567-1591.Full 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 bridge. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 58:843-858.Web of Science: 000175807900015
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2002Flexural capacity and ductility of HPS-70W bridge girders. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 39:38-51.Web of Science: 000175342100004
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2002High-performance steel cost comparison study. TRANSPORTATION RESEARCH RECORD. 27-36.Web of Science: 000180589400004
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2001Full-scale testing of composite plate girders constructed using 485-MPa high-performance steel. JOURNAL OF BRIDGE ENGINEERING. 6:598-604.Full Text via DOI: 10.1061/(ASCE)1084-0702(2001)6:6(598)
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2001Experimental behavior of steel beam to CFT column connections. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 57:1099-1119.Full 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 columns. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 57:971-995.Full Text via DOI: 10.1016/S0143-974X(01)00016-5 Web of Science: 000171272400003
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2000Flexural capacity of compact and noncompact high-performance steel plate girders. TRANSPORTATION RESEARCH RECORD. 147-156.Web of Science: 000176837000018
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1999Proposed modifications to ACI 318-95 tension development and lap splice for high-strength concrete. ACI STRUCTURAL JOURNAL. 96:922-926.Web of Science: 000085762500006
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1999Behavior of lap-spliced reinforcing bars embedded in high-strength concrete. ACI STRUCTURAL JOURNAL. 96:826-835.Web of Science: 000085762300018
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1998Making the grade. CIVIL ENGINEERING. 68:69-71.Web of Science: 000072812700034
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1998Behavior of tension splices for reinforcing bars embedded in high-strength concrete. TRANSPORTATION RESEARCH RECORD. 125-131.Web of Science: 000081982200015
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1997Steel reinforce concrete structures in 1995 Hyogoken-Nanbu earthquake. JOURNAL OF STRUCTURAL ENGINEERING. 123:986-992.Full 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 art. ACI STRUCTURAL JOURNAL. 94:323-335.Web of Science: A1997XL47800011
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1996Application of a new nondestructive evaluation technique to a 25 year-old prestressed concrete girder. PCI JOURNAL. 41:82-95.Full 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 CONCRETE. ENGINEERING STRUCTURES. 17:512-522.Full 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 COLUMNS. ENGINEERING STRUCTURES. 17:209-213.Full Text via DOI: 10.1016/0141-0296(94)00002-B Web of Science: A1995QY65100007
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1995INFLUENCE OF CROSS FRAMES ON LOAD RESISTING CAPACITY OF STEEL GIRDER BRIDGES. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 32:107-116.Web of Science: A1995RU12000004
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1994OLD CONCRETE SLAB BRIDGES .1. EXPERIMENTAL INVESTIGATION. JOURNAL OF STRUCTURAL ENGINEERING. 120:3284-3304.Full 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. ANALYSIS. JOURNAL OF STRUCTURAL ENGINEERING. 120:3305-3319.Full Text via DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3305) Web of Science: A1994PM62200012
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1994SEISMIC BEHAVIOR OF SQUARE HIGH-STRENGTH CONCRETE COLUMNS. ACI STRUCTURAL JOURNAL. 91:336-345.Web of Science: A1994NM84200010
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1993BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE. ACI STRUCTURAL JOURNAL. 90:554-561.Web of Science: A1993MK75800010
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1993A TENTATIVE DESIGN GUIDELINE FOR A NEW STEEL BEAM CONNECTION DETAIL TO COMPOSITE TUBE COLUMNS. ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 30:108-115.Web of Science: A1993MB29100003
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1992EFFECTS OF TRANSVERSE REINFORCEMENT ON SEISMIC PERFORMANCE OF COLUMNS. ACI STRUCTURAL JOURNAL. 89:442-450.Web of Science: A1992JC51000010
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1989STATIC AND CYCLIC PERFORMANCE OF SEMIRIGID STEEL BEAM-TO-COLUMN CONNECTIONS. JOURNAL OF STRUCTURAL ENGINEERING. 115:2979-2999.Full 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 ELEMENTS. NUCLEAR ENGINEERING AND DESIGN. 100:129-149.Full 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 CONNECTIONS. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. 8:71-90.Full 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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2022Redundancy evaluation of twin steel box girder bridges. 83-91.Full Text via DOI: 10.1201/9781003322641-6
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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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2023UHPC Based Solutions for Accelerated Bridge ConstructionFull Text via DOI: 10.21838/uhpc.16738
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2023
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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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1999Design of tension lap splices in high strength concrete. 1-11.Web of Science: 000084624400001
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1999Negative bending tests of HPS-485W bridge girders. 558-565.Web of Science: 000084506000073
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1999Seismic behavior of high strength concrete filled tube (CFT) columns. 149-158.Web of Science: 000084624400012
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1996A non-destructive method for prestress evaluation. 900-907.Web of Science: A1996BG80A00115
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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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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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1994
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1994SEISMIC BEHAVIOR OF HIGH-STRENGTH CONCRETE COLUMNS. 599-602.Web of Science: A1994BB84E00060
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1993
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1993Interaction between beam and steel connections. 1258-1263.
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1993RATING OLD CONCRETE SLAB BRIDGES. 183-188.Web of Science: A1993BB91X00029
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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 Construction. JOURNAL OF BRIDGE ENGINEERING.Full 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). ACI STRUCTURAL JOURNAL. 605-605.Web of Science: A1997YA03500017
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1994BOND PERFORMANCE OF REINFORCING BARS EMBEDDED IN HIGH-STRENGTH CONCRETE - CLOSURE. ACI STRUCTURAL JOURNAL. 500-501.Web of Science: A1994NZ58300018
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Research
administers grant
- 2022 International Accelerated Bridge Construction Conference
- Basic Solutions for Use of Ultra-High Performance Concrete (UHPC) in Additive Construction (3D Printing)
- Development of Non-proprietary Prefabricated Solutions for Concrete Barrier Systems for Accelerated Bridge Construction
- Establishing Inspection Periods and Preliminary Recommendations for Preventive Measures for Mid-Rise Buildings Near Coastal and Inland South Florida Environments