Enhanced reliability assessment of punching shear resistance models for flat slabs without shear reinforcement

Published: 03-04-2020| Version 1 | DOI: 10.17632/y8f5zb2m84.1
Contributors:
Tania Feiri,
Marcus Ricker,
Konstantin Nille-Hauf

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).

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