Macro-element modelling of a dissipative connection for CLT structures-Reference-Cited by-同舟云学术

Macro-element modelling of a dissipative connection for CLT structures

Published:2020-08 Issue: Volume:26 Page:582-600
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Marchi Luca^ORCID,Trutalli Davide,Scotta Roberto,Pozza Luca

Publisher

Elsevier BV

Subject

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

Reference51 articles.

1. An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses;Pozza;Bull Earthq Eng,2017

2. CEN. EN 1998-1 Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings. Brussels, Belgium; 1998.

3. Experimentally based q -factor estimation of cross-laminated timber walls;Pozza;Proc Inst Civ Eng – Struct Build,2016

4. Investigating the hysteretic behavior of cross-laminated timber wall systems due to connections;Izzi;J Struct Eng,2018

5. Experimental test of coupling effect on CLT angle bracket connections;Liu;Eng Struct,2018

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1. A new hold-down device for seismic applications in CLT buildings: Design, testing, analytical and numerical assessment;Engineering Structures;2024-11

2. Experimental and numerical study on mechanical properties of a modified type of energy-dissipative hold-down for CLT structures;Journal of Building Engineering;2024-10

3. An innovative energy-dissipation angle bracket for CLT structures: Experimental tests and numerical analysis;Engineering Structures;2024-09

4. Full-scale shaking table tests of cross-laminated timber structures adopting dissipative angle brackets and hold-downs with soft-steel and rubber;Engineering Structures;2024-08

5. Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures;Canadian Journal of Civil Engineering;2024-07-01