Sensitivity of modal parameters of multi-span bridges to SSI and pier column inelasticity and its implications for FEM model updating-Reference-Cited by-同舟云学术

Sensitivity of modal parameters of multi-span bridges to SSI and pier column inelasticity and its implications for FEM model updating

Published:2020 Issue:2 Volume:17 Page:
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Chaudhary Muhammad Tariq A.¹^ORCID

Affiliation:

1. Kuwait University, Kuwait

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v17n2/1679-7825-lajss-17-02-e254.pdf

Reference84 articles.

1. AASHTO LRFD Bridge Design Specifications, 8th edition, American Association of State Highway and Transportation Officials,2017

2. Effects of testing, analysis, damage, and environment on modal parameters;Alampalli S.;Mechanical Systems and Signal Processing,2000

3. Quantification of Building Seismic Performance Factors. ATC-63 Project Report, prepared by the Applied Technology Council for the Federal Emergency Management Agency,2008

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