Finite element analyses on hysteretic behavior of steel frames infilled with AAC masonry wall with circular-arc opening <sup>s</sup>-Reference-Cited by-同舟云学术

Finite element analyses on hysteretic behavior of steel frames infilled with AAC masonry wall with circular-arc opening ^s

Published:2023-01-16 Issue:5 Volume:22 Page:2889-2902
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Yu You-Sheng¹,Li Cheng²,Cui Yu-Min³,Guo Ya-Nan²

Affiliation:

1. Department of Civil Engineering, Qingdao University of Technology, Qingdao, Department of Civil Engineering, Qingdao University of Technology, China

2. Postgraduate Student, Department of Civil Engineering, Qingdao University of Technology, Qingdao, China

3. Qingdao Municipal Bureau of Housing and Urban-Rural Development, Qingdao, China

Funder

the Natural Science Foundation of Shandong Province

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13467581.2023.2165402

Reference43 articles.

1. Angel, R., D. P. Abrams, D. Shapiro, Uzarski J, Webster M. 1994. Behavior Ofreinforced Concrete Frames with Masonry Infills: Civilengineering Studies SRS-589 [R]. Lincoln Hall: University of Illinois at Urbana-Champaign.

2. ANSI/AISC 341-10. 2010. “Seismic Provisions of Structural Steel Buildings[S] USA:American Institute of Steel Construction .”

3. Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels

4. Mathematical micromodeling of infilled frames: State of the art

5. Behavior and failure mechanisms of masonry-infilled RC frames (in low-rise buildings) subject to lateral loading

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