Year |
Citation |
Score |
2018 |
Shahrooz BM, Fortney PJ, Harries KA. Steel Coupling Beams with a Replaceable Fuse Journal of Structural Engineering-Asce. 144: 4017210. DOI: 10.1061/(Asce)St.1943-541X.0001939 |
0.781 |
|
2017 |
Suleiman MF, Shahrooz BM, Bill HL, Fortney PJ, Thornton WA. 3-D finite element modeling of extended single plate shear connections: Predicting the mode of failure International Journal of Steel Structures. 17: 525-534. DOI: 10.1007/S13296-017-6012-X |
0.662 |
|
2016 |
Fortney PJ, Thornton WA. Analysis and design of stabilizer plates in single-plate shear connections Engineering Journal. 53: 1-28. |
0.398 |
|
2015 |
Fortney PJ, Thornton WA. The chevron effect-not an isolated problem Engineering Journal. 52: 125-163. |
0.507 |
|
2012 |
Thornton WA, Fortney PJ. Satisfying inelastic rotation requirements for in-plane critical axis brace buckling for high seismic design Engineering Journal. 49: 99-108. |
0.336 |
|
2011 |
Rassati GA, Fortney PJ, Shahrooz BM, Johnson PW. 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. DOI: 10.1061/41142(396)39 |
0.803 |
|
2011 |
Thornton WA, Fortney PJ. On the need for stiffeners for and the effect of lap eccentricity on extended single-plate connections Engineering Journal. 48: 117-125. |
0.584 |
|
2010 |
El-Tawil S, Harries KA, Fortney PJ, Shahrooz BM, Kurama Y. Seismic design of hybrid coupled wall systems: State of the art Journal of Structural Engineering. 136: 755-769. DOI: 10.1061/(Asce)St.1943-541X.0000186 |
0.76 |
|
2009 |
Fortney PJ, Shahrooz BM. Boundary detailing of coupled core wall system wall piers Advances in Structural Engineering. 12: 299-310. DOI: 10.1260/136943309788708383 |
0.699 |
|
2008 |
Fortney PJ, Rassati GA, Shahrooz BM. Investigation on effect of transverse reinforcement on performance of diagonally reinforced coupling beams Aci Structural Journal. 105: 781-788. DOI: 10.14359/20106 |
0.806 |
|
2008 |
Fortney PJ, Harries KA, Shahrooz BM. Design compression forces for coupled wall structures Proceedings of the 2008 Structures Congress - Structures Congress 2008: Crossing the Borders. 314. |
0.665 |
|
2007 |
Fortney PJ, Shahrooz BM, Rassati GA. Seismic performance evaluation of coupled core walls with concrete and steel coupling beams Steel and Composite Structures. 7: 279-301. DOI: 10.12989/Scs.2007.7.4.279 |
0.81 |
|
2007 |
Shahrooz BM, Fortney PJ, Rassati GA, Xuan G. Performance-based design and innovative hybrid systems to overcome design and construction challenges of diagonally-reinforced coupling beams Structural Engineering Research Frontiers. DOI: 10.1061/40944(249)55 |
0.799 |
|
2007 |
Fortney PJ, Shahrooz BM, Rassati GA. Large-scale testing of a replaceable "fuse" steel coupling beam Journal of Structural Engineering. 133: 1801-1807. DOI: 10.1061/(Asce)0733-9445(2007)133:12(1801) |
0.808 |
|
2006 |
Fortney PJ, Shahrooz BM, Rassati GA. Grace under pressure Civil Engineering. 76. DOI: 10.1061/Ciegag.0000071 |
0.787 |
|
2006 |
Rassati GA, Fortney PJ, Shahrooz BM. Hybrid coupled core wall systems: An innovative approach to post-event damage mitigation 8th Us National Conference On Earthquake Engineering 2006. 1: 132-141. |
0.798 |
|
2006 |
Fortney PJ, Shahrooz BM, Rassati GA. The next generation of coupling beams Proceedings of the 5th International Conference On Composite Construction in Steel and Concrete V. 619-630. |
0.75 |
|
2006 |
Harries KA, Shahrooz BM, Brienen P, Fortney PJ, Rassati GA. Performance-based design of coupled wall systems Proceedings of the 5th International Conference On Composite Construction in Steel and Concrete V. 686-697. |
0.762 |
|
2006 |
Fortney PJ, Rassati GA, Shahrooz BM, Noé S. 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. |
0.807 |
|
2005 |
Harries KA, Fortney PJ, Shahrooz BM, Brienen PJ. Practical design of diagonally reinforced concrete coupling beams - Critical review of ACI 318 requirements Aci Structural Journal. 102: 876-882. DOI: 10.14359/14796 |
0.79 |
|
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