Using Nonlinear-Elastic Stiffness at Small Displacement to Identify Damage in a Full-Scale Reinforced Concrete Building-Reference-Cited by-同舟云学术

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Using Nonlinear-Elastic Stiffness at Small Displacement to Identify Damage in a Full-Scale Reinforced Concrete Building

Published:2024-06 Issue:3 Volume:38 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Consuegra Fabián¹^ORCID,Fick Damon R.²^ORCID,Irfanoglu Ayhan³

Affiliation:

1. Head for Structural Division, Ingetec Ingenieros Consultores, Cra. 6 No. 30A-30, Bogotá, DC, Colombia (corresponding author). ORCID: .

2. Senior Research Engineer, Montana State Univ., Western Transportation Institute, P.O. Box 174250, Bozeman, MT 59717-4250. ORCID: .

3. Professor and Associate Head, Lyles School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4506

Reference42 articles.

1. Adams, D. E. 2010. Health monitoring of structural materials and components, methods with applications. Chichester, UK: Wiley.

2. Bendat, J. S., and A. G. Piersol. 1986. Random data: Analysis and measurement procedures. New York: Wiley.

3. Comparison of damping in buildings under low-amplitude and strong motions

4. Review Paper: Health Monitoring of Civil Infrastructure

5. Chopra, A. K. 1995. Theory and applications to earthquake engineering. Hoboken, NJ: Prentice-Hall.

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