Year |
Citation |
Score |
2020 |
Sim C, Frosch RJ. Cracking Behavior of Slabs with Corrosion-Resistant and High-Strength Reinforcing Bars Aci Structural Journal. 117: 245-257. DOI: 10.14359/51724684 |
0.611 |
|
2017 |
Khasawneh Y, Bobet A, Frosch R. A simple soil model for low frequency cyclic loading Computers and Geotechnics. 84: 225-237. DOI: 10.1016/J.Compgeo.2016.12.003 |
0.534 |
|
2015 |
Dundar C, Tanrikulu AK, Frosch RJ. Prediction of load-deflection behavior of multi-span FRP and steel reinforced concrete beams Composite Structures. 132: 680-693. DOI: 10.1016/J.Compstruct.2015.06.018 |
0.559 |
|
2014 |
Pay AC, Canbay E, Frosch RJ. Bond strength of spliced fiber-reinforced polymer reinforcement Aci Structural Journal. 111: 257-266. DOI: 10.14359/51686519 |
0.551 |
|
2009 |
Saqan EI, Frosch RJ. Influence of flexural reinforcement on shear strength of prestressed concrete beams Aci Structural Journal. 106: 60-68. DOI: 10.14359/56284 |
0.615 |
|
2009 |
Frosch RJ. Contribution of concrete to shear resistance Proceedings of the 2009 Structures Congress - Don'T Mess With Structural Engineers: Expanding Our Role. 1579-1586. DOI: 10.1061/41031(341)173 |
0.487 |
|
2008 |
Mosley CP, Tureyen AK, Frosch RJ. Bond strength of nonmetallic reinforcing bars Aci Structural Journal. 105: 634-642. DOI: 10.14359/19947 |
0.747 |
|
2007 |
Solanki H, Tureyen AK, Wolf TS, Frosch RJ. Shear strength of reinforced concrete T-beams without transverse reinforcement Aci Structural Journal. 104: 503-504. DOI: 10.14359/16917 |
0.742 |
|
2007 |
Wolf TS, Frosch RJ. Shear design of prestressed concrete: A unified approach Journal of Structural Engineering. 133: 1512-1519. DOI: 10.1061/(Asce)0733-9445(2007)133:11(1512) |
0.592 |
|
2006 |
Canbay E, Frosch RJ. Design of lap-spliced bars: Is simplification possible? Aci Structural Journal. 103: 444-451. DOI: 10.14359/15323 |
0.464 |
|
2005 |
Canbay E, Frosch RJ. Bond strength of lap-spliced bars Aci Structural Journal. 102: 605-614. DOI: 10.14359/14565 |
0.457 |
|
2004 |
Tureyen AK, Frosch RJ. Concrete shear strength: Another perspective Aci Structural Journal. 101: 584-585. DOI: 10.14359/12802 |
0.761 |
|
2003 |
Tompos EJ, Frosch RJ. Influence of beam size, longitudinal reinforcement, and stirrup effectiveness on concrete shear strength Aci Structural Journal. 100: 540-541. |
0.482 |
|
2002 |
Tureyen AK, Frosch RJ. Shear tests of FRP-reinforced concrete beams without stirrups Aci Structural Journal. 99: 427-434. DOI: 10.14359/12111 |
0.762 |
|
2002 |
Frosch RJ. Modeling and control of side face beam cracking Aci Structural Journal. 99: 376-385. DOI: 10.14359/11922 |
0.325 |
|
2001 |
Khuntia M, Frosch RJ. Behavior of large-scale reinforced concrete beams with minimum shear reinforcement. Paper by Robert J. Frosch Aci Structural Journal. 98: 785-786. |
0.453 |
|
2000 |
Frosch RJ. Behavior Of Large-Scale Reinforced Concrete Beams With Minimum Shear Reinforcement Aci Structural Journal. 97: 814-820. DOI: 10.14359/9626 |
0.588 |
|
1999 |
Frosch RJ. Shear transfer between concrete elements using steel pipe connection Aci Structural Journal. 96: 1003-1008. DOI: 10.14359/776 |
0.474 |
|
1999 |
Frosch RJ. Panel connections for precast concrete infill walls Aci Structural Journal. 96: 467-472. DOI: 10.14359/682 |
0.438 |
|
1999 |
Frosch RJ. Another look at cracking and crack control in reinforced concrete Aci Structural Journal. 96: 437-442. DOI: 10.14359/679 |
0.339 |
|
1996 |
Frosch RJ, Li W, Jirsa JO, Kreger ME. Retrofit of non-ductile moment-resisting frames using precast infill wall panels Earthquake Spectra. 12: 741-760. DOI: 10.1193/1.1585908 |
0.652 |
|
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