Predictive model for stress at ultimate in internally unbonded steel tendons based on genetic expression programming-Reference-Cited by-同舟云学术

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Predictive model for stress at ultimate in internally unbonded steel tendons based on genetic expression programming

Published:2022-03 Issue: Volume:13 Page:100386
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Oukaili Nazar^ORCID,Peera Iqbal

Publisher

Elsevier BV

Subject

General Engineering

Reference59 articles.

1. Deflection of progressively cracking partially prestressed concrete flexural members;Harajli;PCI J.,1989

2. Evaluation of the Inelastic Behavior of Partially Prestressed Concrete Beams”;Harajli,1985

3. Prestressed Concrete Basics;Collins,1987

4. Analysis of beams prestressed with unbounded internal or external tendons;Alkhairi;J. Struct. Eng.,1993

5. Calculating method for ultimate tendon stress in internally unbonded prestressed concrete members;Peng;ACI Struct. J.,2019

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4. Performances and properties of steel and composite prestressed tendons – A review;Heliyon;2024-06

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