Seismic shear and acceleration demands in multi-storey cross-laminated timber buildings
Authors:
- Cagatay DemirciCDCagatay Demirci
- Christian Málaga-ChuquitaypeCMChristian Málaga-Chuquitaype
- Lorenzo MacoriniLorenzo Macorini
- 1 November 2019
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 198
Abstract
No abstract availableKeywords
This publication has 28 references indexed in Scilit:
- A component approach for the hysteretic behaviour of connections in cross‐laminated wooden structuresEarthquake Engineering & Structural Dynamics, 2013
- SOFIE project – 3D shaking table test on a seven‐storey full‐scale cross‐laminated timber buildingEarthquake Engineering & Structural Dynamics, 2013
- Elastic and ductile design of multi-storey crosslam massive wooden buildings under seismic actionsEngineering Structures, 2011
- General notes on ductility in timber structuresEngineering Structures, 2011
- Numbers of scaled and matched accelerograms required for inelastic dynamic analysesEarthquake Engineering & Structural Dynamics, 2008
- New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM CaseStructural Engineering International, 2008
- Parametric study of ductile moment‐resisting steel frames: A first step towards Eurocode 8 calibrationEarthquake Engineering & Structural Dynamics, 2008
- Empirical Relationships for Frequency Content Parameters of Earthquake Ground MotionsEarthquake Spectra, 2004
- Comparing response of SDF systems to near‐fault and far‐fault earthquake motions in the context of spectral regionsEarthquake Engineering & Structural Dynamics, 2001
- Simplified Frequency Content Estimates of Earthquake Ground MotionsJournal of Geotechnical and Geoenvironmental Engineering, 1998