Seismic drift demands in multi-storey cross-laminated timber buildings-Reference-Cited by-同舟云学术

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Seismic drift demands in multi-storey cross-laminated timber buildings

Published:2017-12-28 Issue:4 Volume:47 Page:1014-1031
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Demirci Cagatay¹,Málaga-Chuquitaype Christian¹^ORCID,Macorini Lorenzo¹

Affiliation:

1. Department of Civil and Environmental Engineering; Imperial College London; London UK

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Designing Tall Buildings

2. Influence of wall assembly on behaviour of cross-laminated timber buildings;Pozza;Proc ICE Struct Build,2015

3. Behaviour factor for innovative massive timber shear walls;Pozza;Bull Earthq Eng,2015

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

5. SOFIE project-3D shaking table test on a seven-storey full-scale cross-laminated timber building;Ceccotti;Earthq Eng Struct Dyn,2013

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1. Displacement-Based Seismic Design and Assessment of Friction-Dissipating Light-Timber Frames Coupled with a Self-Centering CLT Wall;Journal of Performance of Constructed Facilities;2024-10

2. High-dimensional multi-objective optimization of coupled cross-laminated timber walls building using deep learning;Engineering Applications of Artificial Intelligence;2024-10

3. Mean period prediction models for Mexican interplate and intermediate-depth intraslab earthquake ground motions;Soil Dynamics and Earthquake Engineering;2024-03

4. Multi-Dimensional Seismic Vulnerability Assessment of CLT Coupled Wall System;Lecture Notes in Civil Engineering;2024

5. Ductility-related seismic modification factor for CLT shear-wall and glulam moment-resisting frame dual system;Canadian Journal of Civil Engineering;2023-12-20

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