Karl H Frank

发表

Field Testing of Cantilevered Traffic Signal Structures underTruck-Induced Gust Loads

Sharon L. Wood, Lance Manuel, Matthew N Albert, 2007 .

ENDURING STRENGTH: THE LONG-TERM EFFECTIVENESS OF POSTTENSIONING IN BRIDGES DEPENDS ON THE RESILIENCY OF THE TENDONS, AND VARIOUS FACTORS RELATED TO CONSTRUCTION AND MARINE ENVIRONMENTS COME INTO PLAY.

Jeffrey S. West, Randall W. Poston, Karl H Frank, 2003 .

Simulation-Based Nondestructive Inspection Scheduling of Steel Bridges

Lance Manuel, Hsin-Yang Chung, Karl H Frank, 2006 .

Fatigue load spectra for a steel girder bridge

Andrzej S. Nowak, Hani Nassif, Karl H Frank, 1993 .

Design and Evaluation of Steel Bridges for Fatigue and Fracture – Reference Manual

Dennis R. Mertz, Karl H Frank, Kenneth E Wilson, 2016 .

Revision of AASHTO Fatigue Design Loadings for Signs, Luminaires, and Traffi c Signal Structures, for Use in Texas

Chris Letchford, Sharon L. Wood, Lance Manuel, 2007 .

Field Tests and Analytical Studies of the Dynamic Behavior andthe Onset of Galloping in Traffic Signal Structures

Sharon L. Wood, Lance Manuel, Karl H Frank, 2007 .