Performance Assessment of Steel Storage Racks under Progressive Collapse Scenarios
Authors:
- Tahir AhmadTATahir Ahmad
- Giuseppe GiordanoGGGiuseppe Giordano
- Osvaldo PecorariOPOsvaldo Pecorari
- Alberto MandaraAMAlberto Mandara
- Marina PastoreMPMarina Pastore
- Elide NastriENElide Nastri
- Rosario MontuoriRosario Montuori
- Massimiliano FerraioliMFMassimiliano Ferraioli
Open Access
- 17 February 2026
- journal article
- Published by Elsevier in Procedia Structural Integrity
- Vol. 78, 631-638
Abstract
No abstract availableFunding Information
- European Commission
- Università degli Studi della Campania Luigi Vanvitelli
This publication has 6 references indexed in Scilit:
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- Dynamic Increase Factor for Nonlinear Static Analysis of RC Frame Buildings Against Progressive CollapseInternational Journal of Civil Engineering, 2017
- Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting framesInternational Journal of Steel Structures, 2016
- Alternate Path Method in Progressive Collapse Analysis: Variation of Dynamic and Nonlinear Load Increase FactorsPractice Periodical on Structural Design and Construction, 2012
- Dynamic amplification factor for progressive collapse resistance analysis of an RC buildingThe Structural Design of Tall and Special Buildings, 2008