Durability performances of Alabama bridge components and subcomponents

Practice Periodical on Structural Design and Construction

Volumn 2, Issue 3, 1997, Pages 139-149

  Ramey, George E ^a,b   Wright, Randall L ^a,c  

^a ASCE   (United States)

^b AUBURN UNIVERSITY   (United States)

^c RAYTHEON COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); BRIDGE COMPONENTS; BRIDGE DECKS; BRIDGE PIERS; COLUMNS (STRUCTURAL); CONSTRUCTION; DURABILITY; FAILURE (MECHANICAL); JOINTS (STRUCTURAL COMPONENTS); PERFORMANCE; STRUCTURAL ANALYSIS;

BRIDGE SUBCOMPONENTS; LONGEVITY; SIMPLE SPAN CONSTRUCTION;

HIGHWAY BRIDGES;

EID: 0031210574     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(1997)2:3(139)     Document Type: Article

References (2)

1. Ramey, G. E., and Wright, R. (1994). "Assessing and enhancing the durability/longevity performances of highway bridges." Final Rep. on Hwy. Res. Ctr. Proj. 2-13506, Auburn Univ., Ala.
2. Turner, D. S., Richardson, J. A., and Wong, K. S. (1991). "Development of bridge deterioration models for the ABIMS." Interim Rep. No. 3; Bureau of Engrg. Rep. 548-39, Univ. of Alabama.