TECHNICAL NOTE
|
doi:10.20944/preprints202307.2101.v1
Subject:
Engineering,
Civil Engineering
Keywords:
virtual stiffness method; Material Inelasticity and Prestress Loss Coupling Effect; excessive deflection; Palau bridge; stress redistribution; moment redistribution; boundary condition; cantilever beam; segmental concrete beam
Online: 31 July 2023 (10:40:07 CEST)