Year |
Citation |
Score |
2014 |
Steelman JS, Filipov ET, Fahnestock LA, Revell JR, Lafave JM, Hajjar JF, Foutch DA. Experimental behavior of steel fixed bearings and implications for seismic bridge response Journal of Bridge Engineering. 19. DOI: 10.1061/(Asce)Be.1943-5592.0000540 |
0.511 |
|
2013 |
Steelman JS, Fahnestock LA, Filipov ET, Lafave JM, Hajjar JF, Foutch DA. Shear and friction response of nonseismic laminated elastomeric bridge bearings subject to seismic demands Journal of Bridge Engineering. 18: 612-623. DOI: 10.1061/(Asce)Be.1943-5592.0000406 |
0.494 |
|
2013 |
Filipov ET, Fahnestock LA, Steelman JS, Hajjar JF, LaFave JM, Foutch DA. Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models Engineering Structures. 49: 168-181. DOI: 10.1016/J.Engstruct.2012.10.011 |
0.518 |
|
2013 |
Filipov ET, Revell JR, Fahnestock LA, Lafave JM, Hajjar JF, Foutch DA, Steelman JS. Seismic performance of highway bridges with fusing bearing components for quasi-isolation Earthquake Engineering and Structural Dynamics. 42: 1375-1394. DOI: 10.1002/Eqe.2277 |
0.499 |
|
2012 |
Rice JA, Foutch DA, LaFave JM, Valdovinos S. Field testing and analysis of aluminum highway sign trusses Engineering Structures. 34: 173-186. DOI: 10.1016/J.Engstruct.2011.09.021 |
0.443 |
|
2010 |
Lee M, Foutch DA. Performance evaluation of cold-formed steel braced frames designed under current U.S. seismic design code International Journal of Steel Structures. 10: 305-316. DOI: 10.1007/Bf03215839 |
0.531 |
|
2009 |
Kim T, Foutch DA, Wilcoski J, LaFave JM. Response Modification Factors for RC Case-Study Buildings with Structural Walls Earthquake Spectra. 25: 803-819. DOI: 10.1193/1.3240398 |
0.513 |
|
2009 |
Huang Z, Foutch DA. Effect of Hysteresis Type on Drift Limit for Global Collapse of Moment Frame Structures Under Seismic Loads Journal of Earthquake Engineering. 13: 939-964. DOI: 10.1080/13632460902859144 |
0.49 |
|
2007 |
Kim T, Wilcoski J, Foutch DA. Analysis of Measured and Calculated Response of a Cold-formed Steel Shear Panel Structure Journal of Earthquake Engineering. 11: 67-85. DOI: 10.1080/13632460601031862 |
0.471 |
|
2007 |
Liao K, Wen Y, Foutch DA. Evaluation of 3D Steel Moment Frames under Earthquake Excitations. II: Reliability and Redundancy Journal of Structural Engineering-Asce. 133: 471-480. DOI: 10.1061/(Asce)0733-9445(2007)133:3(471) |
0.488 |
|
2007 |
Liao K, Wen Y, Foutch DA. Evaluation of 3D Steel Moment Frames under Earthquake Excitations. I: Modeling Journal of Structural Engineering-Asce. 133: 462-470. DOI: 10.1061/(Asce)0733-9445(2007)133:3(462) |
0.505 |
|
2007 |
Kim T, Foutch DA. Application of FEMA methodology to RC shear wall buildings governed by flexure Engineering Structures. 29: 2514-2522. DOI: 10.1016/J.Engstruct.2006.12.011 |
0.538 |
|
2007 |
Han SW, Kim WT, Foutch DA. Tensile strength equation for HSS bracing members having slotted end connections Earthquake Engineering and Structural Dynamics. 36: 995-1008. DOI: 10.1002/Eqe.665 |
0.384 |
|
2006 |
Foutch DA, Kim TW, Otter DE, Doe BE. Investigation of longitudinal forces in a concrete railroad trestle Journal of Bridge Engineering. 11: 618-625. DOI: 10.1061/(Asce)1084-0702(2006)11:5(618) |
0.353 |
|
2006 |
Lee K, Foutch DA. Seismic Evaluation of Steel Moment Frame Buildings Designed Using Different R -Values Journal of Structural Engineering-Asce. 132: 1461-1472. DOI: 10.1061/(Asce)0733-9445(2006)132:9(1461) |
0.499 |
|
2006 |
Choi YH, Foutch DA, LaFave JM. New approach to AISC P–M interaction curve for square concrete filled tube (CFT) beam–columns Engineering Structures. 28: 1586-1598. DOI: 10.1016/J.Engstruct.2006.02.009 |
0.436 |
|
2006 |
Kim T, Wilcoski J, Foutch DA, Lee MS. Shaketable tests of a cold-formed steel shear panel Engineering Structures. 28: 1462-1470. DOI: 10.1016/J.Engstruct.2006.01.014 |
0.423 |
|
2005 |
Foutch DA, Wilcoski J. A Rational Approach for Determining Response Modification Factors for Seismic Design of Buildings Using Current Code Provisions Earthquake Spectra. 21: 339-352. DOI: 10.1193/1.1891168 |
0.432 |
|
2005 |
Kim TW, Foutch DA, LaFave JM. A Practical Model For Seismic Analysis Of Reinforced Concrete Shear Wall Buildings Journal of Earthquake Engineering. 9: 393-417. DOI: 10.1080/13632460509350548 |
0.464 |
|
2004 |
Lee K, Foutch DA. Closure to “Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections” by Kihak Lee and Douglas A. Foutch Journal of Structural Engineering-Asce. 130: 692-692. DOI: 10.1061/(Asce)0733-9445(2004)130:4(692) |
0.442 |
|
2004 |
Lee K, Foutch DA. Performance Evaluation of Damaged Steel Frame Buildings Subjected to Seismic Loads Journal of Structural Engineering-Asce. 130: 588-599. DOI: 10.1061/(Asce)0733-9445(2004)130:4(588) |
0.546 |
|
2003 |
Hamburger RO, Foutch DA, Cornell CA. Translating research to practice: FEMA/SAC performance-based design procedures Earthquake Spectra. 19: 255-267. DOI: 10.1193/1.1572495 |
0.427 |
|
2002 |
Lee K, Foutch DA. Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections Journal of Structural Engineering-Asce. 128: 546-555. DOI: 10.1061/(Asce)0733-9445(2002)128:4(546) |
0.526 |
|
2002 |
Yun SY, Hamburger RO, Cornell CA, Foutch DA. Seismic performance evaluation for steel moment frames Journal of Structural Engineering. 128: 534-545. DOI: 10.1061/(Asce)0733-9445(2002)128:4(534) |
0.569 |
|
2002 |
Cornell CA, Jalayer F, Hamburger RO, Foutch DA. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines Journal of Structural Engineering. 128: 526-533. DOI: 10.1061/(Asce)0733-9445(2002)128:4(526) |
0.483 |
|
2002 |
Foutch DA, Yun SY. Modeling of steel moment frames for seismic loads Journal of Constructional Steel Research. 58: 529-564. DOI: 10.1016/S0143-974X(01)00078-5 |
0.552 |
|
2002 |
Lee K, Foutch DA. Performance evaluation of new steel frame buildings for seismic loads Earthquake Engineering & Structural Dynamics. 31: 653-670. DOI: 10.1002/Eqe.147 |
0.559 |
|
1999 |
Hayes JR, Foutch DA, Wood SL. Influence of viscoelastic dampers on the seismic response of a lightly reinforced concrete flat slab structure Earthquake Spectra. 15: 681-710. DOI: 10.1193/1.1586067 |
0.455 |
|
1997 |
Tobias DH, Foutch DA. Reliability-Based Method for Fatigue Evaluation of Railway Bridges Journal of Bridge Engineering. 2: 53-60. DOI: 10.1061/(Asce)1084-0702(1997)2:2(53) |
0.403 |
|
1996 |
Tobias DH, Foutch DA, Choros J. Loading Spectra for Railway Bridges under Current Operating Conditions Journal of Bridge Engineering. 1: 127-134. DOI: 10.1061/(Asce)1084-0702(1996)1:4(127) |
0.375 |
|
1996 |
Roeder CW, Foutch DA. Experimental results for seismic resistant steel moment frame connections Journal of Structural Engineering. 122: 581-588. DOI: 10.1061/(Asce)0733-9445(1996)122:6(581) |
0.425 |
|
1996 |
Collins KR, Wen Y-, Foutch DA. Dual-level seismic design : A reliability-based methodology Earthquake Engineering & Structural Dynamics. 25: 1433-1467. DOI: 10.1002/(Sici)1096-9845(199612)25:12<1433::Aid-Eqe629>3.0.Co;2-M |
0.498 |
|
1991 |
Schiff SD, Hall WJ, Foutch DA. Seismic Performance of Low-Rise Steel Perimeter Frames Journal of Structural Engineering-Asce. 117: 546-562. DOI: 10.1061/(Asce)0733-9445(1991)117:2(546) |
0.532 |
|
1991 |
Saadeghvariri MA, Foutch DA. Dynamic behaviour of R/C highway bridges under the combined effect of vertical and horizontal earthquake motions Earthquake Engineering & Structural Dynamics. 20: 535-549. DOI: 10.1002/Eqe.4290200604 |
0.425 |
|
1990 |
Saadeghvaziri MA, Foutch DA. Behavior of RC Columns under Nonproportionally Varying Axial Load Journal of Structural Engineering-Asce. 116: 1835-1856. DOI: 10.1061/(Asce)0733-9445(1990)116:7(1835) |
0.494 |
|
1989 |
Foutch DA, Hjelmstad KD, Calderón EDV, Gutiérrez EF, Downs RE. The Mexico Earthquake of September 19, 1985—Case Studies of Seismic Strengthening for Two Buildings in Mexico City Earthquake Spectra. 5: 153-174. DOI: 10.1193/1.1585517 |
0.509 |
|
1989 |
Foutch DA. Seismic Behavior of Eccentrically Braced Steel Building Journal of Structural Engineering-Asce. 115: 1857-1876. DOI: 10.1061/(Asce)0733-9445(1989)115:8(1857) |
0.499 |
|
1988 |
Barenberg ME, Foutch DA. Evaluation of Seismic Design Procedures for Highway Bridges Journal of Structural Engineering-Asce. 114: 1588-1605. DOI: 10.1061/(Asce)0733-9445(1988)114:7(1588) |
0.536 |
|
1987 |
Roeder CW, Foutch DA, Goel SC. Seismic testing of full-scale steel building-part II Journal of Structural Engineering (United States). 113: 2130-2145. DOI: 10.1061/(Asce)0733-9445(1987)113:11(2130) |
0.447 |
|
1987 |
Şafak E, Foutch DA. Coupled vibrations of rectangular buildings subjected to normally-incident random wind loads Journal of Wind Engineering and Industrial Aerodynamics. 26: 129-148. DOI: 10.1016/0167-6105(87)90040-7 |
0.353 |
|
1985 |
Peter C, Foutch D. Numerical solution of tube buildings modeled as continuum Computers & Structures. 21: 771-776. DOI: 10.1016/0045-7949(85)90153-1 |
0.367 |
|
1981 |
Foutch DA, Safak E. Torsional vibration of wind-excited symmetrical structures Journal of Wind Engineering and Industrial Aerodynamics. 7: 191-201. DOI: 10.1016/0167-6105(81)90037-4 |
0.368 |
|
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