We.3.C
Performance and Damage Assessment

We.3.C.1

Detection of bolt loosening through ultrasonic imaging

J. Shah1, S. Majhi1, A. Mukherjee1

1: Curtin University, Perth, Australia

We.3.C.2

Duration-based Forecasting of Bridge Condition with Non-Parametric Kaplan-Meier Survival Functions

R. Goyal1, M. Whelan2, T. Cavalline2

1: NRC Research Associateship, McLean, Virginia, USA
2: University of North Carolina at Charlotte, Charlotte, USA

We.3.C.3

Performance Assessment of Transversely Stressed Deck Unit Bridges with Damaged Transversely Stressing Bars through Field Measurements

H. Ngo1, M. Hourigan2, N. Lake1

1: Australian Road Research Board, Brisbane, Australia
2: Queensland Department of Transport and Main Roads, Brisbane, Australia

We.3.C.4

Long term monitoring of a UHPFRC-strengthened bridge deck slab using strain gauges

B. Sawicki1, E. Brühwiler1

1: Laboratory of Maintenance and Safety of Structures, École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland

We.3.C.5

Design Optimisation of Cable-Stayed Bridge Based on Cable-Bridge Resonance Control

Y. Liu1, Q. Han1, K. Xu1

1: Beijing University of Technology, Beijing, China

We.3.C.6

Damage evaluation of cable-stayed bridges subjected to blast loading

C.D. Tetougueni1, P. Zampieri1, C. Pellegrino1

1: University of Padua, Padua, Italy