Assessment of Bridge Expansion Joints Using Long-Term Displacement and Temperature Measurement

Author:

Ni Y. Q.1234,Hua X. G.1234,Wong K. Y.1234,Ko J. M.1234

Affiliation:

1. Associate Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author). E-mail: ceyqni@polyu.edu.hk

2. Ph.D. Candidate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

3. Senior Engineer, Bridges and Structures Division, Highways Dept., The Hong Kong SAR Government, Hong Kong.

4. Chair Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. Health monitoring for effective management of infrastructure

2. Instrumented monitoring of the Commodore Barry Bridge

3. British Standards Institution. (1978). “Steel concrete and composite bridges. Part 2: Specifications for loads.” BS5400 British Standards Institution London.

4. Canadian Standards Association. (2000). “Design of highway bridges.” Standard CAN/CSA-S6-00 Canadian Standards Association Rexdale Ontario.

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