Nonlinear Static Seismic Response of a Building Equipped with Hybrid Cross-Laminated Timber Floor Diaphragms and Concentric X-Braced Steel Frames

Nonlinear Static Seismic Response of a Building Equipped with Hybrid Cross-Laminated Timber Floor Diaphragms and Concentric X-Braced Steel Frames

Simplified seismic design procedures mostly recommend the adoption of rigid floor diaphragms when forming a building’s lateral force-resisting structural system. While rigid behavior is compatible with many reinforced concrete or composite steel-concrete floor systems, the intrinsic stiffness proper...

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Bibliographic Details
Main Authors: Andrea Roncari, Filippo Gobbi, Cristiano Loss
Format: Article
Language:English
Published: MDPI AG 2021-12-01
Series:Buildings
Subjects:
hybrid structures
mass timber construction
cross-laminated timber (CLT)
lateral resistance
semi-rigid diaphragms
load distribution
Online Access:https://www.mdpi.com/2075-5309/11/1/9

Internet

https://www.mdpi.com/2075-5309/11/1/9

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