Improved seismic response of light-frame-timber panels with cement-particle-board sheathing of various thicknesses and different configurations of fasteners-Reference-Cited by-同舟云学术

Improved seismic response of light-frame-timber panels with cement-particle-board sheathing of various thicknesses and different configurations of fasteners

Published:2022-02 Issue: Volume:253 Page:113757
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kržan Meta,Pazlar Tomaž,Ber Boštjan

Funder

Republic of Slovenia Ministry of Education Science and Sport

European Commission

European Regional Development Fund

Ministry of Education, Culture, Sports, Science and Technology

Javna Agencija za Raziskovalno Dejavnost RS

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls;Casagrande;Constr Build Mater,2016

2. Influence of the design approach on the behaviour of timber-frame panel buildings under horizontal forces;Vogrinec;Eng Struct,2018

3. EN 1995-1-1:2004: Eurocode 5: Design of timber structures - Part 1-1: General - Common rules and rules for buildings. CEN; 2004.

4. Nail, wood screw, and staple fastener connections;Fonseca,2002

5. Experimental investigation on sheathing-to-framing connections in wood shear walls;Sartori;Eng Struct,2013

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1. Lateral response of post-tensioned pendulum shear walls;Structures;2024-09

2. Composite Beams Made of Waste Wood-Particle Boards, Fastened to Solid Timber Frame by Dowel-Type Fasteners;Materials;2023-03-18