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1995
1995
DYNAMIC LOAD SPECTRA FOR GIRDER BRIDGES

Transportation Research Record, Issue 1476, p. 69-83

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1995
DYNAMIC MODELING OF BRIDGES: OBSERVATIONS FROM FIELD TESTING

Transportation Research Record, Issue 1476, p. 59-68

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1995
SEISMIC RETROFITTING OF BRIDGE SUBSTRUCTURES

Transportation Research Record, Issue 1476, p. 37-47

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1995
CONTROLLED LOAD TESTS ON A FOUR-GIRDER STEEL BRIDGE

Transportation Research Record, Issue 1476, p. 106-116

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1995
ANALYSIS OF IN-SERVICE JOINTLESS BRIDGES

Transportation Research Record, Issue 1476, p. 162-170

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1995
ISSUES IN RATING STEEL-STRINGER BRIDGES

Transportation Research Record, Issue 1476, p. 129-138

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1995
EARLY STRENGTH TESTING OF CONCRETE CORES AND CYLINDERS

Transportation Research Record, Issue 1478, p. 82-89

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1995
USE OF ASTM TYPE-C FLY ASH AND LIMESTONE IN SAND-GRAVEL CONCRETE

Transportation Research Record, Issue 1478, p. 44-49

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1995
1995
DESIGN, CONSTRUCTION, AND EVALUATION OF TIMBER BRIDGE CONSTRUCTED OF COTTONWOOD LUMBER

Transportation Research Board Conference Proceedings, Issue 7, p. 358-370

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1995
DEVELOPMENT AND TESTING OF A NEW SHEAR CONNECTOR FOR STEEL CONCRETE COMPOSITE BRIDGES

Transportation Research Board Conference Proceedings, Issue 7, p. 137-145

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1995
DYNAMIC RESPONSE OF STRESS-LAMINATED-DECK BRIDGES

Transportation Research Board Conference Proceedings, Issue 7, p. 381-394

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1995
REDUNDANCY IN HIGHWAY BRIDGE SUPERSTRUCTURES

Transportation Research Board Conference Proceedings, Issue 7, p. 338-348

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1995
EVALUATION OF FATIGUE-SENSITIVE DETAILS USED IN MOLINE VIADUCT, ILLINOIS

Transportation Research Board Conference Proceedings, Issue 7, p. 291-303

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1995
CRASH-TESTED BRIDGE RAILINGS FOR TIMBER BRIDGES

Transportation Research Board Conference Proceedings, Issue 7, p. 395-404

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1995
FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE SCOUR EVALUATION PROGRAM

Transportation Research Board Conference Proceedings, Issue 7, p. 237-248

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1995
FIELD MEASUREMENTS OF LARGE MODULAR EXPANSION JOINT

Transportation Research Board Conference Proceedings, Issue 7, p. 111-121

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