Effects of out-of-plane stiffness and inelastic behavior of diaphragms on the behavior of SSTF systems-Reference-Cited by-同舟云学术

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Effects of out-of-plane stiffness and inelastic behavior of diaphragms on the behavior of SSTF systems

Published:2024-12 Issue: Volume:320 Page:118914
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Li Zexiang,Gan Dan,Li Yang,Zhou Xuhong

Funder

Chongqing Natural Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference34 articles.

1. New steel framing system promises major savings in high-rise apartments;Hansen;Archit Rec,1966

2. Hybrid steel staggered truss frame (SSTF): a probabilistic spectral energy modification coefficient surface model for damage-control evaluation and performance insights;Zhou;J Build Eng,2022

3. Hysteretic behavior and design considerations of staggered truss framing systems;Zhou;J Build Eng,2023

4. Staggered truss system proves economical for hotels;Brazil;Mod Steel Constr,2000

5. Staggered truss solution;Pollak;Mod Steel Constr,2003

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