Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders

Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders

An innovative, simplified, and accurate model is proposed and developed to enable simplified yet realistic time history analysis of multi-storey buildings with moment resisting connections using friction energy dissipaters in the commonly used structural analysis and design program, SAP2000. The ana...

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Bibliographic Details
Main Authors: Shahab Ramhormozian, G. Charles Clifton, Massimo Latour, Gregory A. MacRae
Format: Article
Language:English
Published: MDPI AG 2019-05-01
Series:Buildings
Subjects:
Non-Linear Time-History Analysis
Sliding Hinge Joint
Self-centring
Friction Sliding Connection
Low damage
Energy Dissipation
Seismic Design
Online Access:https://www.mdpi.com/2075-5309/9/5/130

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https://www.mdpi.com/2075-5309/9/5/130

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