Enhanced reliability assessment of punching shear resistance models for flat slabs without shear reinforcement
Published: 3 April 2020| Version 1 | DOI: 10.17632/y8f5zb2m84.1
Contributors:
Tania Feiri, , Description
Results of reliability assessment of punching shear resistance models for flat slabs without shear reinforcement through three different reliability analysis techniques: Mean Value First Order Second Moment Method (MVFOSM), First Order Second Method (FOSM) and a Monte-Carlo Simulation with Importance Sampling (MC-IS).
Files
Institutions
Hochschule Biberach
Categories
Structural Engineering