Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures-Reference-Cited by-同舟云学术

Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures

Published:2018-12-12 Issue:4 Volume:17 Page:2115-2136
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Trutalli Davide,Marchi Luca,Scotta Roberto,Pozza Luca

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-018-00536-6.pdf

Reference44 articles.

1. Baird A, Smith T, Palermo A, Pampanin S (2014) Experimental and numerical study of U-shape flexural plate (UFP) dissipators. In: 2014 NZSEE conference, pp 1–9

2. Blass HJ, Schmid M, Litze H, Wagner B (2000) Nail plate reinforced joints with dowel-type fasteners. In: 6th world conference on timber engineering (WCTE)

3. Ceccotti A (2008) New technologies for construction of medium-rise buildings in seismic regions: the XLAM case. Struct Eng Int J Int Assoc Bridg Struct Eng 18:156–165. https://doi.org/10.2749/101686608784218680

4. CEN (2004) EN 10025-2 hot rolled products of structural steels—technical delivery conditions for non-allow structural steels. CEN, Brussels

5. CEN (2005) EN 12512. Timber structures—test methods—cyclic testing of joints made with mechanical fasteners. CEN, Brussels

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