System effects in T‐shaped timber shear walls: Effects of transverse walls, diaphragms, and axial loading
D Valdivieso, JL Almazán… - Earthquake …, 2024 - Wiley Online Library
This paper investigates the effects of transverse shear walls (TSWs), out‐of‐plane bending
stiffness of diaphragms (FDIA), and axial loading (AXL) on the lateral response of strong …
stiffness of diaphragms (FDIA), and axial loading (AXL) on the lateral response of strong …
Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls
EM Ruggeri, G D'Arenzo, M Fossetti - Engineering Structures, 2023 - Elsevier
The lateral behaviour of multi-storey Cross-Laminated Timber (CLT) structures is
significantly influenced by the effects of the structural interactions between primary and …
significantly influenced by the effects of the structural interactions between primary and …
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling
G D'Arenzo, EM Ruggeri, M Fossetti - Journal of Structural …, 2024 - ascelibrary.org
Cross-laminated timber (CLT) buildings are constructed by connecting CLT panels with
dowel-type fasteners and mechanical anchors, which govern the lateral behavior of these …
dowel-type fasteners and mechanical anchors, which govern the lateral behavior of these …
[HTML][HTML] An analytical matrix approach for the prediction of the elastic lateral displacements of CLT platform-type lateral load resisting systems
This study presents an analytical method for the elastic lateral displacement calculation of
platform-type cross laminated timber (CLT) lateral load resisting systems using a matrix …
platform-type cross laminated timber (CLT) lateral load resisting systems using a matrix …
[PDF][PDF] Testing the influence of 3D coupling effects on the lateral response of non-planar T-shape wood frame shear walls
D Valdivieso, D Lopez-Garcia, JL Almazán… - Proceedings of the …, 2023 - researchgate.net
Cumulative shear wall overturning (CSWO) is a common response of structural models of
multistory Light-Frame Timber Buildings (LFTBs) under lateral loads. Governed by holdown …
multistory Light-Frame Timber Buildings (LFTBs) under lateral loads. Governed by holdown …
Vibration-based numerical identification of effective orthotropic elastic properties for finite element model of cross-laminated timber panel
The influence of non-gluing of narrow surfaces of boards on all effective orthotropic elastic
moduli for shell or solid finite element models of cross-laminated timber (CLT) panels is …
moduli for shell or solid finite element models of cross-laminated timber (CLT) panels is …
Calculation Method for the Lateral Deflection of Timber Modular Buildings
M Bosse - 2024 - repository.tudelft.nl
In the Netherlands, there is a significant housing demand. The Dutch government aims to
construct 100,000 houses per year, which presents an enormous challenge. To address this …
construct 100,000 houses per year, which presents an enormous challenge. To address this …
[PDF][PDF] NUMERICAL ANALYSISOFTWO-STORYCLTBUILDINGANDINFLUENCEOF ORTHOGONALWALLCONNECTIONS
Cross-laminated timber (CLT) is mass-timber product which is becoming popular in the
North American construction market. CLT shear walls are an effective lateral load resistance …
North American construction market. CLT shear walls are an effective lateral load resistance …
[引用][C] TOWARD RESILIENT AND SUSTAINABLE COMMUNITIES: PERFORMANCE EVALUATION OF LIGHT FRAME TIMBER RESIDENTIAL STRUCTURES …
DNV CASCANTE - 2024 - University of Colorado Boulder