Predicting shear strength of slender beams without reinforcement using hybrid gradient boosting trees and optimization algorithms-Reference-Cited by-同舟云学术

Predicting shear strength of slender beams without reinforcement using hybrid gradient boosting trees and optimization algorithms

Published:2022-12 Issue:10 Volume:16 Page:1267-1286
ISSN:2095-2430
Container-title:Frontiers of Structural and Civil Engineering
language:en
Short-container-title:Front. Struct. Civ. Eng.

Author:

Nguyen Thuy-Anh,Ly Hai-Bang,Tran Van Quan

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11709-022-0842-0.pdf

Reference79 articles.

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3. Dissertation for the Doctoral Degree;K S Ismail,2016

4. Kwak Y K, Eberhard M O, Kim W S, Kim J. Shear strength of steel fiber-reinforced concrete beams without stirrups. ACI Structural Journal, 2002, 99(4): 530–538

5. Birkeland P W, Birkeland H W. Connections in precast concrete construction. Journal Proceedings, 1966, 63(3): 345–368

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