Evaluation of Performance of Bridge Deck Expansion Joints

Author:

Chang Luh-Maan1,Lee Yao-Jong2

Affiliation:

1. Associate Professor, Division of Construction Engineering and Management, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1294.

2. PhD Candidate, Division of Construction Engineering and Management, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1294.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Chang L. M. and Georgy M. (1999). “Warranty clauses for INDOT steel bridge paint contracts.” Steel Bridge Protection Policy Volume V Final Report Rep. No. FHWA/IN/JTRP-98/21 Purdue University West Lafayette Ind. 9–13.

2. Federal Highway Administration (FHWA). (1995). “Recording and coding guide for the structure inventory and appraisal of the Nation’s bridges.” Rep. No. FHWA-PD-96-001 Washington D.C. 37–38.

3. Fincher H. E. (1983). “Evaluation of rubber expansion joints for bridges.” Rep. No. FHWA/IN/RTC-83/1 Washington D.C. 15–16.

4. Guzaltan F. (1993) Bridge inspection and rehabilitation—A practical guide . L. G. Silano ed. Wiley New York 229–230.

5. Hair J. F. Anderson R. E. Tatham R. L. and Black W. C. (1998). Multivariate data analysis . 5th Ed. Prentice-Hall Upper Saddle River N.J. 90–92.

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