Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing-Reference-Cited by-同舟云学术

Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing

Author:

Xue Ming-Sheng¹,Yi Ting-Hua²,Qu Chun-Xu³,Li Hong-Nan⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

2. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

3. Associate Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

4. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference28 articles.

1. AASHTO. 2003. Guide manual for condition evaluation and LRFR of highway bridges, 1–445. 1st ed. Washington, DC: AASHTO.

2. AASHTO. 2011. The manual for bridge evaluation, 275–294. 2nd ed. Washington, DC: AASHTO.

3. AASHTO. 2012. LRFD bridge design specifications, 1–104. 6th ed. Washington, DC: AASHTO.

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