A dynamic stiffness-based two-step method for damage identification of joints in hinged slab bridges using support vector machine
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference25 articles.
1. Environment-induced behavior of transverse tie bars in adjacent prestressed box-girder bridges with partial depth shear keys;Hussein;J Perform Constr Fac,2017
2. Determining orders of modes sensitive to hinge joint damage in assembled hollow slab bridges;Zhang;J Bridge Eng,2022
3. Nondestructive test methods for concrete bridges: A review;Rehman;Constr Build Mater,2016
4. Detecting hinge joint damage in hollow slab bridges using mode shapes extracted from vehicle response;Zhang;J Perform Constr Fac,2022
5. Bridge load testing and damage evaluation using model updating method;Abedin;Eng Struct,2022
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