Bridge pile bent number of piles and X-bracing system: Impact on pushover capacity as scour increases

Practice Periodical on Structural Design and Construction

Volumn 12, Issue 2, 2007, Pages 82-95

  Hughes, Doug ^a   Ramey, George E ^b   Hughes, Mary L ^b  

^a PLLC   (United States)

^b AUBURN UNIVERSITY   (United States)

Author keywords

Bending; Bridge failure; Bridges; Piles; Scour; Structural stability

Indexed keywords

BRIDGE FAILURE; PUSHOVER CAPACITIES; STRUCTURAL STABILITY;

BENDING (DEFORMATION); BUILDING MATERIALS; GRAVITATION; PILES; SCOUR;

HIGHWAY BRIDGES;

EID: 34247229762     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2007)12:2(82)     Document Type: Article

References (4)

1. Georgia Tech Research Corporation. (2002). GT STRUDL reference manual, Vol. 3, Atlanta.
2. Hughes, D., and Ramey, G. E. (2005). "Bridge bent P-Δ curves in transverse direction using FB-Pier and GTSTRUDL pushover analysis procedures." Project No. 930-608, Interim Rep., Alabama Department of Transportation, Ala.
3. Ramey, G. E., and Brown, D. A. (2004). "Stability of highway bridges subject to scour - Phase I." Project No. 930-585, Final Rep., Alabama Department of Transportation, Ala.
4. Ramey, G. E., et al. (2006). "Stability of highway bridges subject to scour-Phase II." Project No. 930-608, Final Rep., Alabama Department of Transportation, Ala.