| Year |
Citation |
Score |
| 2012 |
Ng KW, Lohnes RA, Wipf TJ, Klaiber FW. Simulated live loading of polyethylene pipes with various backfill conditions Electronic Journal of Geotechnical Engineering. 17: 2861-2871. |
0.712 |
|
| 2012 |
Ng KW, Lohnes RA, Wipf TJ, Klaiber FW. Numerical analysis of polyethylene pipes using culvert analysis and design (CANDE) Electronic Journal of Geotechnical Engineering. 17: 2873-2890. |
0.701 |
|
| 2008 |
Al-Saidy AH, Klaiber FW, Wipf TJ, Al-Jabri KS, Al-Nuaimi AS. Parametric study on the behavior of short span composite bridge girders strengthened with carbon fiber reinforced polymer plates Construction and Building Materials. 22: 729-737. DOI: 10.1016/J.Conbuildmat.2007.01.020 |
0.832 |
|
| 2007 |
Konda TF, Klaiber FW, Wipf TJ, Schoellen TP. Precast modified beam-in-slab bridge system an alternative replacement for low-volume roads Transportation Research Record. 1: 335-346. DOI: 10.3141/1989-39 |
0.807 |
|
| 2007 |
Al-Saidy AH, Klaiber FW, Wipf TJ. Strengthening of steel-concrete composite girders using carbon fiber reinforced polymer plates Construction and Building Materials. 21: 295-302. DOI: 10.1016/J.Conbuildmat.2005.08.018 |
0.823 |
|
| 2006 |
Wipf TJ, Klaiber FW, Ingersoll JS, Wood DL. Field and laboratory testing of precast concrete channel bridges Transportation Research Record. 88-94. DOI: 10.3141/1976-12 |
0.781 |
|
| 2005 |
Konda TF, Klaiber FW, Wipf TJ. In-field performance of the modified beam-in-slab bridge: A replacement option for low-volume bridges Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 449-458. DOI: 10.3141/Trr.11S.C57774872Q573V50 |
0.808 |
|
| 2005 |
Wipf TJ, Phares BM, Klaiber FW, Al-Saidy AH, Lee YS. Strengthening steel girder bridges with carbon fiber-reinforced polymer plates Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering. 435-447. DOI: 10.3141/Trr.11S.453P210717525642 |
0.815 |
|
| 2005 |
Lee YS, Wipf TJ, Phares BM, Klaiber FW. Evaluation of steel girder bridge strengthened with carbon fiber-reinforced polymer posttension bars Transportation Research Record. 233-244. DOI: 10.1177/0361198105192800125 |
0.824 |
|
| 2004 |
Al-Saidy AH, Klaiber FW, Wipf TJ. Repair of steel composite beams with carbon fiber-reinforced polymer plates Journal of Composites For Construction. 8: 163-172. DOI: 10.1061/(Asce)1090-0268(2004)8:2(163) |
0.83 |
|
| 2004 |
Keierleber BP, Witt J, Wipf TJ, Klaiber FW. Railroad flatcars for low-volume bridges: Iowa counties adopt low-cost structures Tr News. 32-33. |
0.659 |
|
| 2003 |
Suleiman MT, Lohnes RA, Wipf TJ, Klaiber FW. Analysis of Deeply Buried Flexible Pipes Transportation Research Record. 124-134. DOI: 10.3141/1849-14 |
0.655 |
|
| 2003 |
Konda TF, Klaiber FW, Wipf TJ. Beam-in-Slab Low-Volume-Road Bridge System Transportation Research Record. 405-412. DOI: 10.3141/1819B-51 |
0.809 |
|
| 2003 |
Russo FM, Wipf TJ, Klaiber FW. Cost-Effective Structures for Off-System Bridges Transportation Research Record. 397-404. DOI: 10.3141/1819B-50 |
0.785 |
|
| 2003 |
Doornink JD, Wipf TJ, Klaiber FW. Use of Railroad Flatcars in Cost-Effective Low-Volume-Road Bridges Transportation Research Record. 385-396. DOI: 10.3141/1819B-49 |
0.787 |
|
| 2000 |
Russo FM, Wipf TJ, Klaiber FW. Diagnostic load tests of a prestressed concrete bridge damaged by overheight vehicle impact Transportation Research Record. 2: 103-110. DOI: 10.3141/1696-50 |
0.827 |
|
| 2000 |
Phares BM, Klaiber FW, Wipf TJ. Low-volume road bridge alternative Transportation Research Record. 1: 178-186. DOI: 10.3141/1696-21 |
0.844 |
|
| 2000 |
Russo FM, Klaiber FW, Wipf TJ. Field and laboratory testing of damaged and repaired prestressed concrete I-beam bridges 2000 Annual Conference Abstracts - Canadian Society For Civil Engineering. 237. |
0.796 |
|
| 1999 |
Kjartanson BH, Lohnes RA, Klaiber FW. Full-Scale Field Tests on Longitudinal Uplift Response of Corrugated Metal Pipe Transportation Research Record. 80-87. |
0.322 |
|
| 1998 |
Phares BM, Wipf TJ, Klaiber FW, Lohnes RA. Behavior of high-density polyethylene pipe with shallow cover Transportation Research Record. 214-224. DOI: 10.3141/1624-25 |
0.802 |
|
| 1998 |
Conard BE, Lohnes RA, Klaiber FW, Wipf TJ. Boundary effects on response of polyethylene pipe under simulated live load Transportation Research Record. 196-205. DOI: 10.3141/1624-23 |
0.714 |
|
| 1998 |
Phares BM, Wipf TJ, Klaiber FW. Laboratory testing of low-volume road bridge alternative Transportation Research Record. 148-159. DOI: 10.3141/1624-18 |
0.837 |
|
| 1998 |
Klaiber FW, Wipf TJ, Fanous FS. Strengthening of two continuous-span steel stringer bridges Construction and Building Materials. 2: 151-159. DOI: 10.1016/S0950-0618(97)00017-2 |
0.794 |
|
| 1998 |
Klaiber FW, Wipf TJ. Use of post-tensioning in strengthening steel girder - Slab type bridges Arabian Journal For Science and Engineering. 23: 195-206. |
0.764 |
|
| 1997 |
Fanous FS, Farmer BM, Klaiber FW. Collapse load test of 1:3 shell bridge model Transportation Research Record. 73-83. DOI: 10.3141/1594-08 |
0.411 |
|
| 1997 |
Rens KL, Wipf TJ, Klaiber FW. Review of nondestructive evaluation techniques of civil infrastructure Journal of Performance of Constructed Facilities. 11: 152-160. DOI: 10.1061/(Asce)0887-3828(1997)11:4(152) |
0.703 |
|
| 1996 |
El-Arabaty HA, Klaiber FW, Fanous FS, Wipf TJ. Design methodology for strengthening of continuous-span composite bridges Journal of Bridge Engineering. 1: 104-111. DOI: 10.1061/(Asce)1084-0702(1996)1:3(104) |
0.737 |
|
| 1996 |
Fanous FS, Klaiber FW, Wassef WG. Service load test of 1:3 scale shell bridge model Journal of Structural Engineering. 122: 210-219. DOI: 10.1061/(Asce)0733-9445(1996)122:2(210) |
0.423 |
|
| 1995 |
Abendroth RE, Klaiber FW, Shafer MW. Diaphragm effectiveness in prestressed-concrete girder bridges Journal of Structural Engineering (United States). 121: 1362-1369. DOI: 10.1061/(ASCE)0733-9445(1995)121:9(1362) |
0.457 |
|
| 1995 |
Kjartanson BH, Lohnes RA, Klaiber FW, McCurnin BT. Full-scale field test of uplift resistance of corrugated metal pipe culvert Transportation Research Record. 74-82. |
0.387 |
|
| 1993 |
Planck SM, Klaiber FW, Dunker KF. Postcompression and superimposed trusses for bridge rehabilitation Journal of Structural Engineering (United States). 119: 978-991. DOI: 10.1061/(ASCE)0733-9445(1993)119:3(978) |
0.353 |
|
| 1990 |
Dunker KF, Klaiber FW, Daoud FK, Sanders WW. Strengthening of continuous composite bridges Journal of Structural Engineering (United States). 116: 2464-2480. DOI: 10.1061/(Asce)0733-9445(1990)116:9(2464) |
0.442 |
|
| 1990 |
Wipf TJ, Klaiber FW, Funke RW. Longitudinal glued laminated timber bridge modeling Journal of Structural Engineering (United States). 116: 1121-1134. DOI: 10.1061/(Asce)0733-9445(1990)116:4(1121) |
0.759 |
|
| 1988 |
Fanous F, Andrey D, Klaiber FW. Analytical investigation for shell structures utilized as emergency bypass bridges Transportation Research Record. 12-18. |
0.344 |
|
| 1986 |
Dunker KF, Klaiber FW, Sanders WW. Post-tensioning distribution in composite bridges Journal of Structural Engineering (United States). 112: 2540-2553. DOI: 10.1061/(Asce)0733-9445(1986)112:11(2540) |
0.539 |
|
| 1986 |
Hanson GJ, Lohnes RA, Klaiber FW. GABIONS USED IN STREAM GRADE-STABILIZATION STRUCTURES: A CASE HISTORY Transportation Research Record. 35-42. |
0.326 |
|
| 1986 |
Tse EW, Lee DY, Klaiber FW. FATIGUE BEHAVIOR OF CONCRETE CONTAINING FLY ASH Publication Sp - American Concrete Institute. 1: 273-289. |
0.377 |
|
| 1985 |
Klaiber FW, Beck BL, Dunker KF, Sanders WW. EXPERIENCES IN BRIDGE STRENGTHENING BY POST-TENSIONING . 10-14. |
0.52 |
|
| 1976 |
Lee DY, Klaiber FW. FATIGUE BEHAVIOR OF SULFUR CONCRETE . 1: 363-375. |
0.415 |
|
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