Bahram M. Shahrooz

Dr. Bahram Shahrooz is a professor of structural engineering at the University of Cincinnati.  After receiving his doctoral degree from the University of California at Berkeley, he worked as a consultant for Chevron’s offshore structures division.  He joined the faculty in 1988.

Dr. Shahrooz has received numerous research grants and contracts from the National Science Foundation, National Academy of Sciences, Ohio Department of Transportation, and Federal Highway Administration to examine seismic performance of innovative hybrid structural systems; to study load-carrying capacity and resistance mechanisms of existing, deteriorated bridges; to revise bridge codes to allow the use of high-strength materials and to improve design of concrete bridges; and to use advanced composite materials for construction of new bridges and repair and retrofit of existing bridges.  He has published more than 150 refereed journal papers, peer-reviewed conference proceeding papers, technical reports, and magazine articles.  He is the recipient of the 2012 ASCE State of the Art of Civil Engineering Award, and the 2005 ASCE Moisseiff Award. 

Dr. Shahrooz is a Fellow of the American Concrete Institute (ACI), Fellow of the American Society of Civil Engineers (ASCE), and Fellow of the Structural Engineering Institute of ASCE.  He is an active member of several ACI and ASCE technical committees, past chairman of ASCE Composite Construction committee, and past chairman of ACI Composite and Hybrid Structures committee.  He is a registered professional engineer in Ohio and has served as a consultant on several projects dealing with the use of innovative concepts for strengthening of existing bridges and storage tanks, the use of fiber reinforced concrete in culverts, and product development for leading construction industries

Ph.D.: University of California at Berkeley Berkeley, California, 1987 (Civil Engineering, Structural Engineering)

M.S.: University of Wisconsin Madison, Wisconsin, 1983 (Civil Engineering, Structural Engineering)

B.S. (Summa Cum Laude): Arizona State University Tempe, AZ, 1981 (Civil Engineering)

Seismic analysis and design
Field and laboratory experimental and analytical study of reinforced concrete and composite structural systems and components
Comprehensive evaluation of existing bridges through field and laboratory non-destructive and destructive testing and associate analytical studies
Applications of new materials such as high performance concrete and fiber reinforced composites in civil infrastructure
Linear and nonlinear (static and dynamic) finite element analysis
Dynamics of structures

2002 -To Present Professor, University of Cincinnati, Cincinnati, Ohio

1994 -2002 Associate Professor, University of Cincinnati, Cincinnati, Ohio

1988 -1994 Assistant Professor, University of Cincinnati, Cincinnati, Ohio

1987 -1988 Structural Engineer, S.S.D., Inc., Berkeley, CA

1983 -1987 Research Assistant, University of California at Berkeley, Berkeley, California

1986 - Structural Engineer, QEST Consultants, Berkeley, California

1982 -1983 Research Assistant, University of Wisconsin, Madison, Wisconsin

Grant: #SRS 000257 Investigators:Shahrooz, Bahram 12-01-2006 -09-30-2007 Portland Cement Association Experimental Program to Supplement Portland Cement Association Continuing Education Course Modules Role:PI $13,471.00 Active Level:Other

Grant: #9488/Adden B Investigators:Shahrooz, Bahram 09-13-1999 -01-13-2002 Federal Highway Administration Retrofit of Existing Reinforced Concrete Bridges with Fiber Reinforced Polymer Composites Role:PI $163,379.00 Closed Level:Federal

Grant: #9895/Adden D Investigators:Shahrooz, Bahram 06-19-2000 -04-19-2004 Federal Highway Administration Environmental Durability Evaluation of Externally Bonded Composites Role:PI $173,190.00 Closed Level:Federal

Grant: #CMS-9632496-003 Investigators:Shahrooz, Bahram 08-01-1996 -07-31-2002 National Science Foundation Reinforced Concrete or Composite Wall-Steel Frame Hybrid Buildings: Connections and System Behavior Role:PI $144,939.00 Closed Level:Federal

Grant: #CMS-9714860-004 Investigators:Shahrooz, Bahram 09-01-1998 -09-30-2004 National Science Foundation Seismic Behavior of Composite Coupled Walls: Coupling Beams Including Slab and System Behavior Role:PI $80,745.00 Closed Level:Federal

Grant: #8991/Adden C Investigators:Shahrooz, Bahram 07-06-1998 -06-30-2001 Department of Transportation Multiple Fiber Reinforced Polymer Bridge Deck Systems over Existing Girders Role:PI $402,111.00 Closed Level:Federal

Grant: #9334/D Investigators:Shahrooz, Bahram 05-03-1999 -10-31-2005 Department of Transportation Multiple Fiber Reinforced Polymer Bridge Deck Systems over Existing Girders - Phase II Role:PI $1,267,636.00 Closed Level:Federal

Grant: #HR / DOT 6505-099 Investigators:Miller, Richard; Shahrooz, Bahram 05-04-2007 -08-31-2010 Department of Transportation Project Number 12-77: Structural Concrete Design with High-Strength Steel Reinforcement Role:PI $600,000.00 Closed Level:Federal

Grant: #CMMI-0653920 Investigators:Rassati, Gian; Shahrooz, Bahram 09-01-2007 -02-28-2013 National Science Foundation COLLABORATIVE RESEARCH: Development of Innovative, Replaceable Coupling Beam Systems for Damage Mitigation in Coupled Core Walls Role:PI $241,589.00 Closed Level:Federal

Grant: #NSF K087570 / CMMI-0724097 Investigators:Shahrooz, Bahram 10-01-2007 -05-31-2013 National Science Foundation NEESR-II: Behavior and Design of Cast-In-Place Anchors Under Simulated Seismic Loading Role:PI $124,964.00 Active Level:Federal

Grant: #SRS 005651 Investigators:Shahrooz, Bahram 04-01-2008 -10-31-2008 Ohio Department of Transportation Huron County Innovative Bridge Construction Program Role:PI $7,626.00 Active Level:State of Ohio

Grant: #SRS 006021 Investigators:Shahrooz, Bahram 10-22-2008 -12-31-2008 Dayton Superior Corporation Install and Test Six 52'-8" Braces Role:PI $9,795.00 Closed Level:Industry

Grant: #CMMI-0958455 Investigators:Shahrooz, Bahram 05-15-2009 -02-29-2012 National Science Foundation Collaborative Research: Development of Innovative, Replaceable Coupling Beam Systems for Damage Mitigation in Coupled Walls Role:PI $25,596.00 Closed Level:Federal

Grant: #500421 Investigators:Miller, Richard; Shahrooz, Bahram 10-20-2010 -06-30-2012 Hamilton County Board of County Commissioners Testing and Health Monitoring of Bridge B-0070 on Eight Mile Road Role:PI $71,000.00 Closed Level:Local Government

Grant: #06-11 Investigators:Bill, Herbert; Shahrooz, Bahram 09-07-2011 -05-31-2013 Charles Pankow Foundation Continuous Stirrups for Shear and Torsion Reinforcement in Beams Role:PI $123,229.00 Active Level:Private Non-Profit

Grant: #HR 12-91 PO SUB0000093 / DTFH61-08-H-000035 Investigators:Miller, Richard; Shahrooz, Bahram 09-13-2012 -09-12-2015 Federal Highway Administration Strand Debonding for Pretensioned Girders Role:PI $650,000.00 Active Level:Federal

Grant: #27226 Investigators:Miller, Richard; Shahrooz, Bahram 10-01-2015 -04-01-2017 Department of Transportation Synthesis Study of Load Capacity on Concrete Slabs Without Plans Role:Collaborator $59,530.20 Awarded Level:Federal

Grant: #NCHRP / NAS HR 12-109 sub FHWA DTFH61-13-H-00024 Investigators:Miller, Richard; Shahrooz, Bahram 11-16-2016 -05-15-2020 Department of Transportation NCHRP 12-109: Use of 0.7-in. diameter strands in precast pretensioned girders Role:PI $40,000.00 Active Level:Federal

Grant: #UT19989 sub NAS HR 18-18 sub TRB Investigators:Miller, Richard; Shahrooz, Bahram 07-03-2017 -10-02-2020 Transportation Research Board Design and Construction of Deck Bulb Tee Girder Bridges with UHPC Role:Collaborator $9,502.00 Awarded Level:Private Non-Profit

Grant: #HR 12-95(A) Investigators:Miller, Richard; Shahrooz, Bahram 07-17-2018 -10-16-2021 Federal Highway Administration Proposed ASSHTO Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems Role:Collaborator $30,000.00 Active Level:Federal

Grant: #RGA #02-19 Investigators:Shahrooz, Bahram 03-01-2019 -02-28-2021 Charles Pankow Foundation Normal- and High-Strength Continuously Wound Ties Role:PI $234,137.00 Awarded Level:Private Non-Profit

Grant: #RGA #05-19 Investigators:Fortney, Patrick; Shahrooz, Bahram 08-28-2019 -08-27-2021 Charles Pankow Foundation Steel Coupling Beams in Low-Seismic and Wind Applications Role:PI $201,804.00 Active Level:Private Non-Profit

Peer Reviewed Publications

Liu X.;Guo Z.;Ye Y.;Liu Y.;Chai Z.;Huang Q.;Shahrooz B. (07-01-2019. ) Seismic behaviour of ashlar stone masonry walls with enhanced mortar joints.Proceedings of the Institution of Civil Engineers: Structures and Buildings, , 172 (7 ) ,469-479 More Information

Liu Y.;Guo Z.;Liu X.;Chicchi R.;Shahrooz B. (03-15-2019. ) An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on .Engineering Structures, , 183 ,830-840 More Information

Harries K.;Shahrooz B.;Ross B.;Ball P.;Hamilton H. (03-01-2019. ) Modeling and Detailing Pretensioned Concrete Bridge Girder End Regions Using the Strut-and-Tie Appro.Journal of Bridge Engineering, , 24 (3 ) , More Information

Hu H.;Liu Y.;Zhuo B.;Guo Z.;Shahrooz B. (11-01-2018. ) Axial Compressive Behavior of Square CFST Columns through Direct Measurement of Load Components.Journal of Structural Engineering (United States), , 144 (11 ) , More Information

Mostafijur Rahman M.;Jadhav S.;Shahrooz B. (04-01-2018. ) Seismic performance of reinforce concrete buildings designed according to codes in Bangladesh, India.Engineering Structures, , 160 ,111-120 More Information

Shahrooz B.;Fortney P.;Harries K. (02-01-2018. ) Steel Coupling Beams with a Replaceable Fuse.Journal of Structural Engineering (United States), , 144 (2 ) , More Information

Shahrooz B.;Harries K.;Reis J.;Wells E.;Zeno G.;Miller R.;Russell H. (11-01-2017. ) Basis of AASHTO Specifications for High-Strength Shear Reinforcement.Journal of Bridge Engineering, , 22 (11 ) , More Information

Guo Z.;Wang L.;Chai Z.;Ye Y.;Shahrooz B. (07-30-2017. ) Flexural behavior of stone slabs strengthened with reinforced mortar.Construction and Building Materials, , 144 ,158-167 More Information

Suleiman M.;Shahrooz B.;Bill H.;Fortney P.;Thornton W. (06-01-2017. ) 3-D finite element modeling of extended single plate shear connections: Predicting the mode of failu.International Journal of Steel Structures, , 17 (2 ) ,525-534 More Information

Shahrooz B.;Forry M.;Anderson N.;Bill H.;Doellman A. (09-01-2016. ) Continuous transverse reinforcement - Behavior and design implications.ACI Structural Journal, , 113 (5 ) ,1085-1094 More Information

Shahrooz B.;Reis J.;Wells E.;Miller R.;Harries K.;Russell H. (05-01-2014. ) Flexural members with high-strength reinforcement: Behavior and code implications.Journal of Bridge Engineering, , 19 (5 ) , More Information

Harries K.;Zeno G.;Shahrooz B.;Mattock A. (09-01-2013. ) Toward an improved understanding of shear-friction behavior .ACI Structural Journal, , 110 (5 ) ,890-891

Harries K.;Zeno G.;Shahrooz B.;Wang D.;Lu X. (09-01-2013. ) Toward an improved understanding of shear-friction behavior .ACI Structural Journal, , 110 (5 ) ,888-890

Harries K.;Zeno G.;Shahrooz B.;Palieraki V.;Vintzileou E.;Silva J. (09-01-2013. ) Toward an improved understanding of shear-friction behavior .ACI Structural Journal, , 110 (5 ) ,887-888

Mitchell S.J.;Rassati G.A.;Shahrooz B.M. (01-01-2013. ) The Development of a Steel Fuse Coupling Beam for Coupled Core Wall Systems .Composite Construction in Steel and Concrete VII - Proceedings of the 2013 International Conference on Composite Construction in Steel and Concrete, , 494-507

Soltani A.;Harries K.;Shahrooz B. (01-01-2013. ) Crack Opening Behavior of Concrete Reinforced with High Strength Reinforcing Steel.International Journal of Concrete Structures and Materials, , 7 (4 ) ,253-264 More Information

Harries K.;Zeno G.;Shahrooz B. (11-01-2012. ) Toward an improved understanding of shear-friction behavior .ACI Structural Journal, , 109 (6 ) ,835-844

Harries K.;Shahrooz B.;Soltani A. (09-01-2012. ) Flexural crack widths in concrete girders with high-strength reinforcement.Journal of Bridge Engineering, , 17 (5 ) ,804-812 More Information

Soltani A.;Harries K.;Shahrooz B.;Russell H.;Miller R. (05-01-2012. ) Fatigue performance of high-strength reinforcing steel.Journal of Bridge Engineering, , 17 (3 ) ,454-461 More Information

Rassati G.;Fortney P.;Shahrooz B.;Johnson P. (05-02-2011. ) Performance evaluation of innovative hybrid coupled core wall systems.Composite Construction in Steel and Concrete VI - Proceedings of the 2008 Composite Construction in Steel and Concrete Conference, , 479-492 More Information

Cromwell J.;Harries K.;Shahrooz B. (05-01-2011. ) Environmental durability of externally bonded FRP materials intended for repair of concrete structur.Construction and Building Materials, , 25 (5 ) ,2528-2539 More Information

Turer A.;Shahrooz B. (04-01-2011. ) Load rating of concrete-deck-on-steel-stringer bridges using field-calibrated 2D-grid models.Engineering Structures, , 33 (4 ) ,1267-1276 More Information

El-Tawil S.;Harries K.A.;Fortney P.J.;Shahrooz B.M.;Kurama Y. (07-01-2010. ) Seismic design of hybrid coupled wall systems: State of the art.Journal of Structural Engineering, , 136 (7 ) ,755-769 More Information

Shahrooz B.;Reis J.;Wells E.;Miller R.;Harries K.;Russell H. (01-12-2010. ) Flexural behavior and design with high-strength bars and bars without a well-defined yield point.Transportation Research Record, , (2172 ) ,103-111 More Information

Harries K.;Shahrooz B.;Soltani A.;Reis J.;Wells E.;Miller R.;Russell H. (01-12-2010. ) Bond and anchorage of high-strength reinforcing steel.Transportation Research Record, , (2172 ) ,96-102 More Information

Fortney P.J.;Shahrooz B.M. (06-01-2009. ) Boundary detailing of coupled core wall system wall piers.Advances in Structural Engineering, , 12 (3 ) ,299-310 More Information

El-Tawil S.;Fortney P.;Harries K.;Shahrooz B.;Kurama Y.;Hassan M.;Tong X. (01-01-2009. ) Recommendations for seismic design of hybrid coupled wall systems.Recommendations for Seismic Design of Hybrid Coupled Wall Systems, , 1-70 More Information

Fortney P.;Rassati G.;Shahrooz B. (11-01-2008. ) Investigation on effect of transverse reinforcement on performance of diagonally reinforced coupling .ACI Structural Journal, , 105 (6 ) ,781-788

Xuan G.;Shahrooz B.;Harries K.;Rassati G. (06-01-2008. ) A performance-based design approach for coupled core wall systems with diagonally reinforced concret.Advances in Structural Engineering, , 11 (3 ) ,253-268 More Information

Shahrooz B.;Fortney P.;Rassati G.;Xuan G. (12-01-2007. ) Performance-based design and innovative hybrid systems to overcome design and construction challenge.Structural Engineering Research Frontiers, , More Information

Fortney P.;Shahrooz B.;Rassati G. (11-23-2007. ) Large-scale testing of a replaceable "fuse" steel coupling beam.Journal of Structural Engineering, , 133 (12 ) ,1801-1807 More Information

Shahrooz B.M.;Neumann A.R.;Reising R.M.W. (02-01-2007. ) Durability of FRP composite bridge decks - Construction and temperature effects.International Journal of Materials and Product Technology, , 28 (1-2 ) ,66-88 More Information

Fortney P.;Shahrooz B.;Rassati G. (01-01-2007. ) Seismic performance evaluation of coupled core walls with concrete and steel coupling beams.Steel and Composite Structures, , 7 (4 ) ,279-301 More Information

Fortney P.J.;Shahrooz B.M.;Rassati G.A. (03-31-2006. ) The next generation of coupling beams .Proceedings of the 5th International Conference on Composite Construction in Steel and Concrete V, , 619-630

Harries K.A.;Fortney P.J.;Shahrooz B.M.;Brienen P.J. (11-01-2005. ) Practical design of diagonally reinforced concrete coupling beams - Critical review of ACI 318 requi .ACI Structural Journal, , 102 (6 ) ,876-882

Shahrooz B.;Boy S. (05-01-2004. ) Retrofit of a three-span slab bridge with fiber reinforced polymer systems-testing and rating.Journal of Composites for Construction, , 8 (3 ) ,241-247 More Information

Reising R.;Shahrooz B.;Hunt V.;Neumann A.;Helmicki A. (05-01-2004. ) Performance comparison of four fiber-reinforced polymer deck panels.Journal of Composites for Construction, , 8 (3 ) ,265-274 More Information

Shahrooz B.;Tunc G.;Deason J. (02-01-2004. ) Outrigger beam-wall connections. II: Subassembly testing and further modeling enhancements.Journal of Structural Engineering, , 130 (2 ) ,262-270 More Information

Shahrooz B.;Deason J.;Tunc G. (02-01-2004. ) Outrigger beam-wall connections. I: Component testing and development of design model.Journal of Structural Engineering, , 130 (2 ) ,253-261 More Information

Reising R.;Shahrooz B.;Hunt V.;Neumann A.;Helmicki A.;Hastak M. (01-01-2004. ) Close look at construction issues and performance of four fiber-reinforced polymer composite bridge .Journal of Composites for Construction, , 8 (1 ) ,33-42 More Information

Shahrooz B.;Boy S.;Baseheart T. (09-01-2002. ) Flexural strengthening of four 76-year-old T-beams with various fiber-reinforced polymer systems: Te .ACI Structural Journal, , 99 (5 ) ,681-691

Shahrooz B.;Saraf V.;Godbole B.;Miller R. (09-01-2002. ) Response of slab bridges before, during, and after repair.Journal of Bridge Engineering, , 7 (5 ) ,267-275 More Information

Cole J.;Gillum A.;Shahrooz B. (07-01-2002. ) Performance of overlays placed over sealed decks under static and fatigue loading.Journal of Bridge Engineering, , 7 (4 ) ,206-213 More Information

Medberry S.;Shahrooz B. (03-01-2002. ) Perfobond shear connector for composite construction .Engineering Journal, , 39 (1 ) ,2-12

Gong B.;Shahrooz B. (11-01-2001. ) Steel-concrete composite coupling beams - Behavior and design.Engineering Structures, , 23 (11 ) ,1480-1490 More Information

Gillum A.;Shahrooz B.;Cole J. (11-01-2001. ) Bond strength between sealed bridge decks and concrete overlays .ACI Structural Journal, , 98 (6 ) ,872-879

Gong B.;Shahrooz B. (06-01-2001. ) Concrete-steel composite coupling beams. I: Component testing.Journal of Structural Engineering, , 127 (6 ) ,625-631 More Information

Gong B.;Shahrooz B. (06-01-2001. ) Concrete-steel composite coupling beams. II: Subassembly testing and design verification.Journal of Structural Engineering, , 127 (6 ) ,632-638 More Information

Reising R.;Shahrooz B.;Hunt V.;Lenett M.;Christopher S.;Neumann A.;Helmicki A.;Miller R.;Kondury S.;Morton S. (01-01-2001. ) Performance of five-span steel bridge with fiber-reinforced polymer composite deck panels.Transportation Research Record, , (1770 ) ,113-123 More Information

Tunc G.;Deason J.;Shahrooz B. (12-01-2000. ) Structural wall-steel frame hybrid buildings: Connections and system behavior .Proceedings of the Conference: Composite Construction in Steel and Concrete IV, , 971-982

Harries K.;Gong B.;Shahrooz B. (11-01-2000. ) Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams.Earthquake Spectra, , 16 (4 ) ,775-799 More Information

Shahrooz B.;Gillum A.;Cole J.;Turer A. (01-01-2000. ) Bond characteristics of overlays placed over bridge decks sealed with high-molecular-weight methacry.Transportation Research Record, , (1697 ) ,24-30 More Information

Greuel A.;Baseheart T.;Rogers B.;Miller R.;Shahrooz B. (01-01-2000. ) Evaluation of a high performance concrete box girder bridge.PCI Journal, , 45 (6 ) ,60-71 More Information

Zhang W.;Shahrooz B. (03-01-1999. ) Strength of short and long concrete-filled tubular columns .ACI Structural Journal, , 96 (2 ) ,230-238

Zhang W.;Shahrooz B.M. (01-01-1999. ) Comparison between ACI and AISC for concrete-filled tubular columns.Journal of Structural Engineering, , 125 (11 ) ,1213-1223 More Information

Ho I.;Shahrooz B. (01-01-1998. ) Finite element modeling of a deteriorated R.C. slab bridge: Lessons learned and recommendations.Structural Engineering and Mechanics, , 6 (3 ) ,259-274 More Information

Miller R.;Shahrooz B.;Baseheart T.;Long E.;Jones J.;Knarr R.;Sprague R. (01-01-1998. ) Testing of high-performance concrete single-span box girder.Transportation Research Record, , (1624 ) ,118-124 More Information

Gong B.;Shahrooz B.;Gillum A. (01-01-1997. ) Seismic behavior and design of composite coupling beams .Proceedings of the Engineering Foundation Conference, , 258-271

Shahrooz B.;Miller R.;Saraf V.;Godbole B. (10-01-1994. ) Behavior of reinforced concrete slab bridges during and after repair .Transportation Research Record, , (1442 ) ,128-135

Kramer D.;Shahrooz B. (05-01-1994. ) Seismic response of beam-column knee connections .ACI Structural Journal, , 91 (3 ) ,251-260

Miller R.;Aktan A.;Shahrooz B. (01-01-1994. ) Destructive testing of decommissioned concrete slab bridge.Journal of Structural Engineering (United States), , 120 (7 ) ,2176-2198 More Information

Hrinko W.;Miller R.;Young C.;Shahrooz B.;Aktan A. (01-01-1994. ) UNDERSTANDING ERRORS AND ACCURACIES IN DCDTS AND WIRE POTENTIOMETERS FOR FIELD TESTING APPLICATIONS.Experimental Techniques, , 18 (2 ) ,29-33 More Information

Shahrooz B.;Ho I.;Aktan A.;de Borst R.;Blaauwendraad J.;van der Veen C.;Iding R.;Miller R. (01-01-1994. ) Nonlinear finite element analysis of deteriorated RC slab bridge.Journal of Structural Engineering (United States), , 120 (2 ) ,422-440 More Information

Hu H.; Wang R.; Guo Z.; Shahrooz B. (02-10-2020. ) A generalized method for estimating drifts and drift components of tall buildings under lateral load.Structural Design of Tall and Special Buildings, , 29 (2 ) , More Information

Shahrooz B.M.;Remmetter M.E.;Qin F. (01-01-1993. ) Seismic design and performance of composite coupled walls.Journal of Structural Engineering (United States), , 119 (11 ) ,3291-3309 More Information

Hu H.; Fang P.; Liu Y.; Guo Z.; Shahrooz B. (02-15-2020. ) Local buckling of steel plates in composite members with tie bars under axial compression.Engineering Structures, , 205 , More Information

Hu H.S.; Wang H.Z.; Guo Z.X.; Shahrooz B.M. (07-01-2020. ) Axial Compressive Behavior of Square Spiral-Confined High-Strength Concrete-Filled Steel-Tube Column.Journal of Structural Engineering (United States), , 146 (7 ) , More Information

Shahrooz B.M.;Remmetter M.E.;Qin F. (12-01-1992. ) Seismic response of composite coupled walls .Composite Construction in Steel and Concrete II, , 429-441

Hu H.S.; Xu L.; Guo Z.X.; Shahrooz B.M. (08-01-2020. ) Behavior of eccentrically loaded square spiral-confined high-strength concrete-filled steel tube col.Engineering Structures, , 216 , More Information

Shahrooz B.;Pantazopoulou S.;Chern S. (01-01-1992. ) Modeling slab contribution in frame connections.Journal of Structural Engineering (United States), , 118 (9 ) ,2475-2494 More Information

Gomes N.; Gomes N.; Shahrooz B.; Sanders D.; Bolduc M.W. (11-01-2020. ) Experimental and Analytical Evaluation of an Innovative Strengthening System for Long-Span Deep Corr.Practice Periodical on Structural Design and Construction, , 25 (4 ) , More Information

Miller R.;Aktan A.;Shahrooz B. (01-01-1992. ) Nondestructive and destructive testing of a three span skewed R. C. slab bridge .Nondestructive Testing of Concrete Elements and Structures, , 150-161

Liu Y.; Liao Y.; Guo Z.; Lu Y.; Liu X.; Shahrooz B.M. (01-01-2017. ) Seismic performance of an innovative composite column with replaceable steel slit dampers: Fem analy .Composite Construction in Steel and Concrete VIII - Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, 2017, , 450-461

Shahrooz B.;Moehle J. (01-01-1990. ) Seismic response and design of setback buildings.Journal of structural engineering New York, N.Y., , 116 (5 ) ,1423-1439 More Information

Chen H.; Liu Y.; Guo Z.; Ye Y.; Shahrooz B.M. (01-01-2017. ) Shear performance of nonparallel type twin Perfobond steel plate shear connectors: Fem analysis and .Composite Construction in Steel and Concrete VIII - Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, 2017, , 169-180

Shahrooz B.;Moehle J. (01-01-1990. ) Evaluation of seismic performance of reinforced concrete frames.Journal of structural engineering New York, N.Y., , 116 (5 ) ,1403-1422 More Information

Liu Y.; Lin H.; Guo Z.; Hu H.; Shahrooz B.M. (01-01-2017. ) Experimental study on the seismic performance of new hybrid coupling wall subassemblies with replace .Composite Construction in Steel and Concrete VIII - Proceedings of the 8th International Conference on Composite Construction in Steel and Concrete, 2017, , 667-677

Pantazopoulou S.;Moehle J.;Shahrooz B. (01-01-1988. ) Simple analytical model for t-beams in flexure.Journal of Structural Engineering (United States), , 114 (7 ) ,1507-1523 More Information

Bolduc M.W.; Gaur A.; Shahrooz B.M.; Harries K.A.; Miller R.A.; Russell H.G. (08-01-2020. ) Evaluation of Pretensioned Girders with Partial-Strand Debonding.Journal of Bridge Engineering, , 25 (8 ) , More Information

Hu H.S.; Lin K.; Shahrooz B.M.; Guo Z.X. (05-15-2021. ) Revisiting the composite action in axially loaded circular CFST columns through direct measurement o.Engineering Structures, , 235 , More Information

Hadad A.A.; Shahrooz B.M.; Fortney P.J. (06-15-2021. ) Innovative resilient steel braced frame with Belleville disk and shape memory alloy assemblies.Engineering Structures, , 237 , More Information

Mirmiran A.; Kulkarni S.; Miller R.; Hastak M.; Shahrooz B.; Castrodale R. (08-01-2001. ) Positive moment cracking in diaphragms of simple-span prestressed girders made continuous .American Concrete Institute, ACI Special Publication, , SP-204 ,117-134

Gong B.; Shahrooz B.M.; Gillum A.J. (04-01-1998. ) Cyclic response of composite coupling beams .American Concrete Institute, ACI Special Publication, , SP-174 ,89-112

Shahrooz B.M.; Tunc G.; Deason J.T. (02-01-2003. ) Seismic performance of outrigger beam-wall connections .American Concrete Institute, ACI Special Publication, , SP-211 ,223-245

Miller R.; Shahrooz B.; Aktan A. (05-01-1995. ) Relationships between deterioration and structural performance: Three case studies .American Concrete Institute, ACI Special Publication, , SP-154 ,439-459

Bolduc M.W.; Gaur A.; Shahrooz B.M.; Harries K.A.; Miller R.A.; Russell H.G. (11-01-2021. ) Closure to "evaluation of Pretensioned Girders with Partial-Strand Debonding" by Mathew W. Bolduc, A.Journal of Bridge Engineering, , 26 (11 ) , More Information

Shahrooz B.M.; Zhang W. (10-01-2000. ) Comparison of ACI, AISC, and basic methods for CFTs .American Concrete Institute, ACI Special Publication, , SP-196 ,29-50

Hadad A.A.; Shahrooz B.M. (05-10-2022. ) Seismic assessment of Nitinol Belleville Elastic Nonlinear (NI-BELL-E-N) structural system.Steel and Composite Structures, , 43 (3 ) ,375-388 More Information

Other Publications

Suleiman M.;Shahrooz B.;Bill H.;Rassati G. (01-01-2013. ) An evaluation of expected mode of failure in extended single-plate connections .Proceedings, Annual Conference - Canadian Society for Civil Engineering, 4 (January ) ,3143-3150

Fortney P.J.;Harries K.A.;Shahrooz B.M. (12-01-2008. ) Design compression forces for coupled wall structures .Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders, 314 ,

Rassati G.;Fortney P.;Shahrooz B. (12-01-2006. ) Hybrid coupled core wall systems: An innovative approach to post-event damage mitigation .8th US National Conference on Earthquake Engineering 2006, 1 ,132-141

Fortney P.;Rassati G.;Shahrooz B.;Noé S. (12-01-2006. ) A steel-concrete composite solution for practical design of coupling beams .Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006, 605-610

Fortney P.J.;Shahrooz B.M.;Rassati G.A. (05-01-2006. ) Grace under pressure .Civil Engineering, 76 (5 ) ,

Harries K.A.;Shahrooz B.M.;Brienen P.;Fortney P.J.;Rassati G.A. (03-31-2006. ) Performance-based design of coupled wall systems .Proceedings of the 5th International Conference on Composite Construction in Steel and Concrete V, 686-697

Lenett M.S.;Hunt V.J.;Helmicki A.J.;Shahrooz B. (01-01-2001. ) Influence of FRP decking as measured through impact test data .Proceedings of the International Modal Analysis Conference - IMAC, 2 ,1118-1125

Lopez-Anido R.;Dutta P.;Bouzon J.;Morton S.;Shahrooz B.;Harik I. (12-01-1999. ) Fatigue evaluation of FRP-concrete bridge deck on steel girders at high temperature .International SAMPE Symposium and Exhibition (Proceedings), 44 ,

Harik I.;Alagusundaramoorthy P.;Siddiqui R.;Lopez-Anido R.;Morton S.;Dutta P.;Shahrooz B. (12-01-1999. ) Testing of fiberglass composite bridge deck panels .Boundary Element Technology XIII. Proceedings of the 1999 Thirteenth International Conference on Boundary Element Technology, BETECH '99, 663-672

Harik I.;Alagusundaramoorthy P.;Siddiqui R.;Lopez-Anido R.;Morton S.;Dutta P.;Shahrooz B. (12-01-1999. ) Static testing on FRP bridge deck panels .International SAMPE Symposium and Exhibition (Proceedings), 44 ,

Shahrooz B.;Kramer D.;Remmetter M. (01-01-1994. ) Recent developments in seismic response of composite structures .158-163

Hrinko W.;Miller R.;Aktan A.;Shahrooz B.;Young C. (01-01-1993. ) Instrumentation considerations for nondestructive and destructive testing of reinforced concrete sla .Structural Engineering in Natural Hazards Mitigation, 1557-1562