Experimental and Finite Element Analysis of Shear Behavior of Prestressed High-Strength Concrete Piles

Author:

Yang ZhijianORCID,Lei Yueqiang,Li Guochang

Funder

national natural science foundation of china

National Natural Science Foundation of China

Excellent Young Talents Fund Program of Higher Education Institutions of Anhui Province

Fundamental scientific research project of Liaoning Provincial Department of Education

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference21 articles.

1. Hideaki K, Hanazato T (1980) Damage of Reinforced Precast Piles during the Miyagi-Ken-Oki Earthquake of June 12, 1972. Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey, 9: 461-468

2. Masatoshi Y, Joji S, Kazuya M, Masaki M (2012) Field investigation and dynamic analysis of damaged structure on pile foundation during the 2011 off the Pacific Coast of Tohoku Earthquake. Proceedings of the 15th World Conference on Earthquake Engineering, Lisboa, Portugal, 3195: 323–332

3. Sugimura Y, Karkee MB (2003) An investigation on aspects of damage to precast concrete piles due to the 1995 Hyogoken-Nambu earthquake. J Struct Constr Eng 574:113–120

4. Hatsukasu M, Iiba M (1996) Pile damage during the 1995 Hyogoken-Nanbu earthquake in Japan. Proceedings of the 11th World Conference on Earthquake Engineering, Acapulco, Mexico, 977: 383–401

5. Ikeda S, Tsubaki T, Yamaguchi T (1982) Ductility improvement of prestressed concrete piles. Trans Jap Conc Inst 113(2):531–538

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