Reliability-Based Assessment of LTF and CLT Shear Walls under In-Plane Seismic Loading Using a Modified Bouc-Wen Hysteresis Model-Reference-Cited by-同舟云学术

Reliability-Based Assessment of LTF and CLT Shear Walls under In-Plane Seismic Loading Using a Modified Bouc-Wen Hysteresis Model

Published:2021-12 Issue:4 Volume:7 Page:04021065
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Aloisio Angelo¹^ORCID,Boggian Francesco²,Tomasi Roberto³,Fragiacomo Massimo⁴^ORCID

Affiliation:

1. Research Fellow, Università degli Studi dell’Aquila, via Giovanni Gronchi 18, 67100 L’Aquila, Italy (corresponding author). ORCID: .

2. Ph.D. Student, Univ. of Trento, via Mesiano 77, 38123 Trento, Italy.

3. Professor, Norwegian Univ. of Life Sciences, Campus Ås Drøbakveien 31, 1430 Ås, Norway.

4. Professor, Università degli Studi dell’Aquila, via Giovanni Gronchi 18, 67100 L’Aquila, Italy. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0001161

Reference33 articles.

1. Dynamic identification of a masonry façade from seismic response data based on an elementary Ordinary Least Squares approach

2. Fragility functions and behavior factors estimation of multi-story cross-laminated timber structures characterized by an energy-dependent hysteretic model;Aloisio A.;Earthquake Spectra,2020

3. Extension of Generalized Bouc-Wen Hysteresis Modeling of Wood Joints and Structural Systems

4. Reliability-based overstrength factors of cross-laminated timber shear walls for seismic design

5. Dynamic identification and model updating of an eight-storey CLT building

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