Nailed Steel Plate Connections: Strength and Ductile Failure Modes-Reference-Cited by-同舟云学术

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Nailed Steel Plate Connections: Strength and Ductile Failure Modes

Published:2016-11 Issue: Volume:8 Page:44-52
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Crocetti R.^ORCID,Gustafsson P.J.,Girhammar U.A.,Costa L.,Asimakidis A.

Publisher

Elsevier BV

Subject

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

Reference16 articles.

1. Lateral Load-Bearing Capacity of Nailed Joints Based on the Yield Theory: Theoretical Development;Aune,1986

2. The load carrying capacity of nailed joints;Aune,1966

3. Characteristic strength of nailed joints;Blass;For. Prod. J.,1994

4. Load distribution in multiple-bolt tension joints;Cramer;J. Struct. Eng. ASCE,1968

5. Nailed Joints in Wood Structures. No. 166;Ehlbeck,1979

Cited by 7 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. Cyclic behaviour of Glulam, LVL and GLVL shear walls and their base connections;Engineering Structures;2024-09

2. Impact of sound-insulated joints in the dynamic behavior of Cross-Laminated Timber structures;Journal of Building Engineering;2024-08

3. Shear Capacity Assessment of Steel-To-CLT Connectors;Testing and Experimentation in Civil Engineering;2023

4. Laterally loaded performance of single dowel-type fastener used for steel plate-to-timber connections;Structures;2021-12

5. Strength of Shear Nailed Connections in Thin Steel Sheets;Journal of Structural Engineering;2021-05

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