Cristiano Loss

The University of British Columbia

Canada

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Articles (17)

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2025

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2022

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2021

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2020

Collaborators (2)

Thomas Tannert

University of Northern British Columbia

CANADA

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Asghar AmaniDashlejeh

The University of British Columbia

CANADA

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Cristiano Loss

Research Interests

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Articles (17)

Vibration attenuation in cross-laminated timber–steel composite floors using loose sand as a passive damping mechanism

Influence of Loading Direction on the Behavior of Steel–Grout Hybrid Joints for Mass Timber Panels

A novel analytical model for axial load and coupling ratio of balloon-type cross-laminated timber coupled shear walls

Predicting the structural behaviour and failure mechanism of hybrid steel-grout connectors for cross-laminated timber panels using high-fidelity finite-elements modelling

Seismic loss assessment of direct-DBD platform-type cross-laminated timber shear wall systems using FEMA P-58 methodology

Evaluation of vibration properties of an 18-story mass timber–concrete hybrid building by on-site vibration tests

Vibration serviceability of hybrid CLT-steel composite floors based on experimental and numerical investigations using random walk models

Experimental and machine learning study on a novel high-performance hybrid steel-grout connector for cross-laminated timber panels under pre-yield cyclic loads

Reliability-based design optimization of strengthened and reinforced glulam beams in bending

Lateral vibration data of an 18-story timber-concrete hybrid building obtained by on-site vibration tests

Experimental campaign on the mechanical properties of Canadian small clear spruce-pine-fir wood: Experimental procedures, data curation, and data description

High-performance grout-reinforced shear connectors for hybrid steel-cross-laminated timber building systems: Experimental study

Vibration Properties and Serviceability Performance of a Modular Cross-Laminated Timber-Steel Composite Floor System

Evaluation of seismic fragilities of special concentrically braced frame hybrid buildings equipped with prefabricated cross-laminated timber-steel composite floor diaphragms

Contemporary and Novel Hold-Down Solutions for Mass Timber Shear Walls

Hyperelastic hold-down solution for CLT shear walls

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

Collaborators (2)

Thomas Tannert

Asghar AmaniDashlejeh

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