Behavior of steel bridges under superload permit vehicles

Transportation Research Record

Volumn , Issue 1892, 2004, Pages 107-114

  Culmo, Michael P ^a   DeWolf, John T ^b   DelGrego, Michael R ^c  

^a CME Associates Inc ^*  (United States)

^b UNIVERSITY OF CONNECTICUT   (United States)

^c JKF and Associates   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTRUCTION INDUSTRY; GAS PIPELINES; GROUND VEHICLES; HIGHWAY SYSTEMS; POWER PLANTS; PROJECT MANAGEMENT; STRAIN GAGES; STRESS ANALYSIS; STRUCTURAL LOADS;

HEAVY-LOAD VEHICLES; LOAD DISTRIBUTION; LOAD STRESS; SUPERLOADS;

STEEL BRIDGES;

EID: 15544377931     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1892-12     Document Type: Conference Paper

References (5)

1. Section 6 - Load Rating. In Manual for Condition Evaluation of Bridges, 2nd ed. American Association of State Highway and Transportation Officials, Washington, D.C., 1994, pp. 49-72.
2. Section 3 - Loads and Load Factors, Article 3.6.2, Dynamic Load Allowance: IM. In AASHTO LRFD Bridge Design Specifications (customary U.S. units), 2nd ed. AASHTO, Washington, D.C., 1998, pp. 3-26, 3-27.
3. Section 2 - Stress Range, Article 2.4, Impact. In Guide Specifications for Fatigue Evaluation of Existing Steel Bridges. American Association of State Highway and Transportation Officials, Washington, D.C., 1990, p. 2.
4. Section 3 - Loads, Article 3.23, Distribution of Loads to Stringers, Longitudinal Beams, and Floor Beams. In Standard Specifications for Highway Bridges, 16th ed. AASHTO, Washington, D.C., 1996, pp. 32-35.
5. Section A. 1 - Revised Specifications, Article 3.23, Distribution of Loads to Stringers, Longitudinal Beams, and Floor Beams. In Guide Specifications for Distribution of Loads for Highway Bridges. AASHTO, Washington, D.C., 1994, pp. 1-11.