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NOVÁK, L. NOVÁK, D.
Original Title
Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods
Type
conference paper
Language
English
Original Abstract
This paper gives an overview and comparison of available semi-probabilistic safety formats for non-linear finite element analysis (NLFEA). Methods were applied on shear strength design of prestressed concrete girder and results were compared in terms of computational requirements. Design values determined by stochastic methods are very close, except the ECoV method, which does not meet the safety requirements. The most efficient method for determination of shear strength design value was ECoV modified by Schlune et al. Findings presented herein might be useful for practical design of structures using NLFEA.
Keywords
concrete; non-linear finite element analysis; semi-probabilistic design; shear.
Authors
NOVÁK, L.; NOVÁK, D.
Released
10. 7. 2018
Publisher
American Institute of Physics
Location
New York, USA
ISBN
978-0-7354-1690-1
Book
AIP Conference Proceedings
Edition number
1978
Pages from
500
Pages to
504
Pages count
4
BibTex
@inproceedings{BUT150900, author="Lukáš {Novák} and Drahomír {Novák}", title="Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods", booktitle="AIP Conference Proceedings", year="2018", number="1978", pages="500--504", publisher="American Institute of Physics", address="New York, USA", doi="10.1063/1.5044095", isbn="978-0-7354-1690-1" }