Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces-Reference-Cited by-同舟云学术

Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces

Published:2023-12 Issue: Volume:296 Page:116960
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Fei^ORCID,Li Zheng,Li Minghao,Shu Zhan

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference70 articles.

1. Novel engineered wood and bamboo composites for structural applications: State-of-art of manufacturing technology and mechanical performance evaluation;Sun;Constr Build Mater,2020

2. Reinforced moment-resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures;Shu;Earthq Engng Struct Dyn,20223789

3. Seismic design of low-rise steel building frames with self-centering hybrid damping connections;Li;Resilient Cities Struct,2022

4. Review of the energy-based design theory: Towards the application to self-centering systems;Song;Resilient Cities Struct,2022

5. Seismic performance evaluation of innovative balloon type CLT rocking shear walls;Yang;Resilient Cities Struct,2022

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural behavior of glulam beams reinforced by bonded prestressing tendons;Engineering Structures;2024-09

2. Self-centering mass timber structures: A review on recent research progress;Engineering Structures;2024-03

3. Lateral performance of CLT shear walls with different types of connectors;Structures;2024-02

4. Corrigendum to “Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces” [Eng. Struct. 296 (2023) 116960];Engineering Structures;2024-01