Year |
Citation |
Score |
2012 |
Rodriguez-Nikl T, Lee CS, Hegemier GA, Seible F. Experimental performance of concrete columns with composite jackets under blast loading Journal of Structural Engineering (United States). 138: 81-89. DOI: 10.1061/(Asce)St.1943-541X.0000444 |
0.505 |
|
2012 |
Gerold F, Beucke K, Seible F. Integrative Structural Design Journal of Computing in Civil Engineering. 26: 720-726. DOI: 10.1061/(Asce)Cp.1943-5487.0000180 |
0.499 |
|
2011 |
Rodriguez-Nikl T, Hegemier GA, Seible F. Blast simulator testing of structures: Methodology and validation Shock and Vibration. 18: 579-592. DOI: 10.3233/Sav-2010-0563 |
0.439 |
|
2009 |
Megally S, Veletzos MJ, Bunnell K, Restrepo JI, Seible F. Seismic performance of precast concrete Segmental bridges: Summary of experimental research on segmentto-segment joints Pci Journal. 54: 116-142. DOI: 10.15554/Pcij.03012009.116.142 |
0.495 |
|
2009 |
Silva PF, Megally S, Seible F. Seismic Performance of Sacrificial Exterior Shear Keys in Bridge Abutments Earthquake Spectra. 25: 643-664. DOI: 10.1193/1.3155405 |
0.526 |
|
2008 |
Seible F, Hegemier G, Karbhari VM, Wolfson J, Arnett K, Conway R, Baum JD. Protection of our bridge infrastructure against man-made and natural hazards Structure and Infrastructure Engineering. 4: 415-429. DOI: 10.1080/15732470601130311 |
0.544 |
|
2007 |
Einde YVD, Karbhari VM, Seible F. Seismic performance of a FRP encased concrete bridge pylon connection Composites Part B-Engineering. 38: 685-702. DOI: 10.1016/J.Compositesb.2006.07.010 |
0.556 |
|
2006 |
Restrepo JI, Seible F, Stephan B, Schoettler MJ. Seismic testing of bridge columns incorporating high-performance materials Aci Structural Journal. 103: 496-504. DOI: 10.14359/16425 |
0.585 |
|
2006 |
Hines EM, Dazio A, Seible F. Structural Testing of New East Bay Skyway Piers Aci Structural Journal. 103: 103-112. DOI: 10.14359/15091 |
0.616 |
|
2006 |
Chou CC, Uang CM, Seible F. Experimental evaluation of compressive behavior of orthotropic steel plates for the new San Francisco-Oakland Bay Bridge Journal of Bridge Engineering. 11: 140-150. DOI: 10.1061/(Asce)1084-0702(2006)11:2(140) |
0.507 |
|
2005 |
Schoettler MJ, Restrepo JI, Seible F, Matsuda E. Seismic performance of retrofitted reinforced concrete bridge pier Aci Structural Journal. 102: 849-859. DOI: 10.14359/14793 |
0.52 |
|
2005 |
Cheng L, Zhao L, Karbhari VM, Hegemier GA, Seible F. Assessment of a steel-free fiber reinforced polymer-composite modular bridge system Journal of Structural Engineering. 131: 498-506. DOI: 10.1061/(Asce)0733-9445(2005)131:3(498) |
0.472 |
|
2005 |
Uang CM, Seible F, McDaniel C, Chou CC. Performance evaluation of shear links and orthotropic bridge deck panels for the new San Francisco-Oakland Bay Bridge Earthquake Engineering and Structural Dynamics. 34: 393-408. DOI: 10.1002/Eqe.446 |
0.542 |
|
2005 |
Seible F, Dazio A, Restrepo JI. Proof testing in support of the new San Francisco-Oakland Bay Bridge Earthquake Engineering and Structural Dynamics. 34: 369-391. DOI: 10.1002/Eqe.445 |
0.587 |
|
2004 |
Hines EM, Seible F. Web Crushing Capacity Of Hollow Rectangular Bridge Piers Aci Structural Journal. 101: 569-579. DOI: 10.14359/13343 |
0.482 |
|
2004 |
Hines EM, Restrepo JI, Seible F. Force-Displacement Characterization of Well-Confined Bridge Piers Aci Structural Journal. 101: 537-548. DOI: 10.14359/13340 |
0.447 |
|
2004 |
Burgueno R, Davol A, Zhao L, Seible F, Karbhari VM. Flexural Behavior of Hybrid Fiber-Reinforced Polymer/Concrete Beam/Slab Bridge Component Aci Structural Journal. 101: 228-236. DOI: 10.14359/13020 |
0.454 |
|
2004 |
Filiatrault A, Uang CM, Seible F. Ongoing seismic testing and analysis program of the CUREe-Caltech Woodframe Project Structures Congress 2000: Advanced Technology in Structural Engineering. 103. DOI: 10.1061/40492(2000)103 |
0.369 |
|
2004 |
Zhao L, Karbhari VM, Hegemier GA, Seible F. Connection of concrete barrier rails to FRP bridge decks Composites Part B: Engineering. 35: 269-278. DOI: 10.1016/J.Compositesb.2004.02.006 |
0.491 |
|
2003 |
Silva PF, Megally S, Seible F. Seismic Performance of Sacrificial Interior Shear Keys Aci Structural Journal. 100: 177-187. DOI: 10.14359/12481 |
0.535 |
|
2003 |
McDaniel CC, Uang CM, Seible F. Cyclic testing of built-up steel shear links for the new bay bridge Journal of Structural Engineering. 129: 801-809. DOI: 10.1061/(Asce)0733-9445(2003)129:6(801) |
0.439 |
|
2003 |
Seim W, Vasquez A, Karbhari V, Seible F. Poststrengthening Of Concrete Slabs: Full-Scale Testing And Design Recommendations Journal of Structural Engineering-Asce. 129: 743-752. DOI: 10.1061/(Asce)0733-9445(2003)129:6(743) |
0.564 |
|
2003 |
Einde LVD, Zhao L, Seible F. Use of FRP composites in civil structural applications Construction and Building Materials. 17: 389-403. DOI: 10.1016/S0950-0618(03)00040-0 |
0.456 |
|
2002 |
Megally S, Seible F, Garg M, Dowell RK. Seismic Performance Of Precast Segmental Bridge Superstructures With Internally Bonded Prestressing Tendons Pci Journal. 47: 40-56. DOI: 10.15554/Pcij.03012002.40.56 |
0.498 |
|
2002 |
Shortreed JS, Seible F, Benzoni G. Simulation Issues With A Real-Time, Full-Scale Seismic Testing System Journal of Earthquake Engineering. 6: 185-201. DOI: 10.1080/13632460209350438 |
0.428 |
|
2001 |
Silva PF, Seible F, Priestley MJ. Influence Of Strand Development Length In Formation Of Plastic Hinges In Prestressed Piles Pci Journal. 46: 76-89. DOI: 10.15554/Pcij.05012001.76.89 |
0.426 |
|
2001 |
Sritharan S, Priestley MJN, Seible F. Seismic design and experimental verification of concrete multiple column bridge bents Aci Structural Journal. 98: 335-346. DOI: 10.14359/10222 |
0.636 |
|
2001 |
Silva PF, Seible F. Seismic Performance Evaluation Of Cast-In-Steel-Shell (Ciss) Piles Aci Structural Journal. 98: 36-49. DOI: 10.14359/10145 |
0.52 |
|
2001 |
Silva PF, Seible F. Experimental Procedure For Testing Of Piles Under Varying Axial And Lateral Loads Experimental Techniques. 25: 25-29. DOI: 10.1111/J.1747-1567.2001.Tb00004.X |
0.406 |
|
2001 |
Shortreed JS, Seible F, Filiatrault A, Benzoni G. Characterization and testing of the Caltrans seismic response modification device test system Philosophical Transactions of the Royal Society a: Mathematical, Physical and Engineering Sciences. 359: 1829-1850. DOI: 10.1098/Rsta.2001.0875 |
0.472 |
|
2001 |
Seim W, Hörman M, Karbhari V, Seible F. External FRP Poststrengthening of Scaled Concrete Slabs Journal of Composites For Construction. 5: 67-75. DOI: 10.1061/(Asce)1090-0268(2001)5:2(67) |
0.402 |
|
2001 |
Davol A, Burgueño R, Seible F. Flexural Behavior Of Circular Concrete Filled Frp Shells Journal of Structural Engineering-Asce. 127: 810-817. DOI: 10.1061/(Asce)0733-9445(2001)127:7(810) |
0.498 |
|
2001 |
Burgueño R, Karbhari VM, Seible F, Kolozs RT. Experimental Dynamic Characterization Of An Frp Composite Bridge Superstructure Assembly Composite Structures. 54: 427-444. DOI: 10.1016/S0263-8223(01)00115-5 |
0.51 |
|
2000 |
Holombo J, Priestly M, Seible F. Continuity Of Precast Prestressed Spliced-Girder Bridges Under Seismic Loads Pci Journal. 45: 40-63. DOI: 10.15554/Pcij.03012000.40.63 |
0.619 |
|
2000 |
Kowalsky MJ, Priestley MJN, Seible F. Dynamic behavior of lightweight concrete bridges Aci Structural Journal. 97: 602-618. DOI: 10.14359/7426 |
0.548 |
|
2000 |
Hose Y, Silva P, Seible F. Development of a Performance Evaluation Database for Concrete Bridge Components and Systems under Simulated Seismic Loads Earthquake Spectra. 16: 413-442. DOI: 10.1193/1.1586119 |
0.477 |
|
2000 |
Karbhari VM, Seible F, Burgueño R, Davol A, Wernli M, Zhao L. Structural Characterization Of Fiber-Reinforced Composite Short- And Medium-Span Bridge Systems Applied Composite Materials. 7: 151-182. DOI: 10.1023/A:1008974804077 |
0.504 |
|
2000 |
Karbhari VM, Seible F. Fiber reinforced composites - advanced materials for the renewal of civil infrastructure Applied Composite Materials. 7: 95-124. DOI: 10.1023/A:1008915706226 |
0.502 |
|
2000 |
di Scalea FL, Rizzo P, Karbhari V, Seible F. Health monitoring of UCSD's I-5/Gilman advanced technology bridge Smart Materials Bulletin. 2000: 6-10. DOI: 10.1016/S1471-3918(00)80021-0 |
0.459 |
|
2000 |
Sritharan S, Nigel Priestley MJ, Seible F. Nonlinear finite element analyses of concrete bridge joint systems subjected to seismic actions Finite Elements in Analysis and Design. 36: 215-233. DOI: 10.1016/S0168-874X(00)00034-2 |
0.529 |
|
1999 |
Seible F, Karbhari VM, Burgueno R. Kings Stormwater Channel and I-5/Gilman Bridges, USA Structural Engineering International: Journal of the International Association For Bridge and Structural Engineering (Iabse). 9: 250-253. DOI: 10.2749/101686699780481655 |
0.37 |
|
1999 |
Karbhari VM, Seible F. Fiber-Reinforced Polymer Composites for Civil Infrastructure in the USA Structural Engineering International: Journal of the International Association For Bridge and Structural Engineering (Iabse). 9: 274-277. DOI: 10.2749/101686699780481637 |
0.426 |
|
1999 |
Sritharan S(, Priestley MJN, Seible F. Enhancing Seismic Performance Of Bridge Cap Beam-To-Column Joints Using Prestressing Pci Journal. 44: 74-91. DOI: 10.15554/Pcij.07011999.74.91 |
0.563 |
|
1999 |
Kowalsky MJ, Priestley MJN, Seible F. Shear and flexural behavior of lightweight concrete bridge columns in seismic regions Aci Structural Journal. 96: 136-148. DOI: 10.14359/605 |
0.544 |
|
1998 |
Dowell RK, Seible F, Wilson EL. Pivot Hysteresis Model for Reinforced Concrete Members Aci Structural Journal. 95: 607-617. DOI: 10.14359/575 |
0.522 |
|
1998 |
Ingham JM, Priestley MJN, Seible F. Cyclic Response Of Bridge Knee Joints With Circular Columns Journal of Earthquake Engineering. 2: 357-390. DOI: 10.1080/13632469809350327 |
0.526 |
|
1997 |
Ingham JM, Priestley MJN, Seible F. Seismic response of bridge knee joints having columns with interlocking spirals Bulletin of the New Zealand National Society For Earthquake Engineering. 30: 114-132. DOI: 10.5459/Bnzsee.30.2.114-132 |
0.449 |
|
1997 |
Seible F, Priestley MJN, Hegemier GA, Innamorato D. Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets Journal of Composites For Construction. 1: 52-62. DOI: 10.1061/(Asce)1090-0268(1997)1:2(52) |
0.547 |
|
1996 |
Seible F, Hegemier G, Igarashi A. Simulated seismic laboratory load testing of full-scale buildings Earthquake Spectra. 12: 57-86. DOI: 10.1193/1.1585868 |
0.509 |
|
1995 |
Priestley MJN, Seible F. Design of seismic retrofit measures for concrete and masonry structures Construction and Building Materials. 9: 365-377. DOI: 10.1016/0950-0618(95)00049-6 |
0.553 |
|
1994 |
Priestley MJN, Seible F, Xiao Y, Verma R. Steel Jacket Retrofitting of Reinforced Concrete BridgeColumns for Enhanced Shear Strength-Part 1: TheoreticalConsiderations and Test Design Aci Structural Journal. 91: 394-405. DOI: 10.14359/9885 |
0.537 |
|
1994 |
Priestley MJN, Seible F, Xiao Y, Verma ad. Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength--Part 2: Test Results and Comparison With Theory Aci Structural Journal. 91: 537-551. DOI: 10.14359/4168 |
0.522 |
|
1994 |
Seible F, Priestley MJN, Kingsley GR, Kürkchübasche AG. Seismic response of full-scale five-story reinforced-masonry building Journal of Structural Engineering (United States). 120: 925-946. DOI: 10.1061/(Asce)0733-9445(1994)120:3(925) |
0.614 |
|
1994 |
Seible F, Hegemier GA, Igarashi A, Kingsley GR. Simulated seismic-load tests on full-scale five-story masonry building Journal of Structural Engineering (United States). 120: 903-924. DOI: 10.1061/(Asce)0733-9445(1994)120:3(903) |
0.568 |
|
1993 |
Priestley MJN, Seible F, Anderson DL. Proof Test of a Retrofit Concept for the San Francisco Double-Deck Viaducts - Part 2: Test Details and Results Aci Structural Journal. 90: 616-631. DOI: 10.14359/9882 |
0.474 |
|
1993 |
Priestley MJN, Seible F, Anderson DL. Proof Test Of A Retrofit Concept For The San Francisco Double-Deck Viaducts: Part 1 - Design Concept, Details, And Model Aci Structural Journal. 90: 467-479. DOI: 10.14359/3967 |
0.496 |
|
1992 |
Priestley MJN, Seible F. Research into seismic retrofit of reinforced concrete bridge columns Bulletin of the New Zealand National Society For Earthquake Engineering. 25: 203-210. DOI: 10.5459/Bnzsee.25.3.203-210 |
0.59 |
|
1992 |
Priestley MJN, Seible F. Performance assessment of damaged bridge bents after the Loma Prieta earthquake Bulletin of the New Zealand National Society For Earthquake Engineering. 25: 44-51. DOI: 10.5459/Bnzsee.25.1.44-51 |
0.567 |
|
1992 |
Hart GC, Priestley MJN, Seible F. Masonry wall frame design and performance Structural Design of Tall Buildings. 1: 133-158. DOI: 10.1002/Tal.4320010204 |
0.523 |
|
1991 |
ChaiI YH, Priestley MJN, Seible F. Seismic Retrofit Of Circular Bridge Columns For Enhanced Flexural Performance Aci Structural Journal. 88: 572-584. DOI: 10.14359/2759 |
0.504 |
|
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