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Li Fu
Li Fu
Jiangnan University, Nagoya University, Kyushu Institute and Technology
Verified email at jiangnan.edu.cn
Title
Cited by
Cited by
Year
Shear resistance mechanism evaluation of RC beams based on arch and beam actions
H Nakamura, T Iwamoto, L Fu, Y Yamamoto, T Miura, YH Gedik
Journal of Advanced Concrete Technology 16 (11), 563-576, 2018
382018
Investigation of influence of section pre-crack on shear strength and shear resistance mechanism of RC beams by experiment and 3-D RBSM analysis
L Fu, H Nakamura, Y Yamamoto, T Miura
Journal of Advanced Concrete Technology 15 (11), 700-712, 2017
242017
Mechanism of shear strength degradation of a reinforced concrete column subjected to cyclic loading
L Fu, H Nakamura, H Furuhashi, Y Yamamoto, T Miura
Structural Concrete 18 (1), 177-188, 2017
222017
Effect of various structural factors on shear strength degradation after yielding of RC members under cyclic loads
L Fu, H Nakamura, Y Yamamoto, T Miura
Journal of Advanced Concrete Technology 18 (4), 211-226, 2020
132020
Damage judgment of Utatsu Bridge affected by tsunami due to Great East Japan Earthquake
L Fu, K Kosa, H Shimizu, Z Shi
構造工学論文集 A 58 (0), 377-386, 2012
132012
Tsunami damage evaluation of Utatsu Bridge by video and 2-D simulation analyses
L Fu, K Kosa, T Sasaki
構造工学論文集 A 59, 428-438, 2013
82013
An investigation on shear resistant mechanism of RC beam based on beam action and arch action
T Iwamoto, H Nakamura, L Fu, Y Yamamoto, T Miura
Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete …, 2017
72017
橋桁に作用する準定常的な持続波力の実験的検討
佐藤崇, 幸左賢二, 佐々木達生, 付李
土木学会論文集 B2 (海岸工学) 70 (2), I_876-I_880, 2014
72014
A numerical study on the influence of rebar cut-off on the shear performance of RC beam by using rigid-body-spring-method
L Fu, Q Yin, H Nakamura, Y Yamamoto, T Miura
Structures 40, 1025-1038, 2022
52022
Tsunami force on bridge comparison of two wave types by experimental test
L FU, K KOSA, T SASAKI, T SATO
構造工学論文集 A 60, 282-292, 2014
42014
Damage to Structures due to Tsunami and Evaluation of Tsunami Velocity in Shizugawa
F Li, K Kenji, S Hideki, Z Yulong
Proc. of JCI 34 (2), 805-810, 2012
42012
Mechanism of improvement in the shear performance of RC beams due to multiple small transverse openings
L Fu, H Wang, H Nakamura, D Wang
Structures 45, 758-772, 2022
32022
Numerical investigation of effect of through crack on shear strength degradation of RC column
L Fu, H Nakamura, Y Yamamoto, T Miura
Proceedings of the Japan Concrete Institute 36, 865-870, 2016
32016
Mechanism of shear strengthening for RC beam by drilling web openings based on experiment and 3D RBSM analysis
L Fu, H Wang, H Nakamura, D Wang
Engineering Failure Analysis 145, 107048, 2023
22023
Evaluation of tsunami force on concrete girder by experiment simulating steady flow
L Fu, K Kosa, T Sasaki, T Sato
構造工学論文集 A 61, 224-234, 2015
22015
Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method
L Fu, H Nakamura, S Chi, Y Yamamoto, T Miura
Structures 48, 989-1002, 2023
12023
INFLUENCE OF SECTIONAL PRE-CRACK ON SHEAR STRENGTH OF RC BEAMS
F Li, N Hikaru, Y Yoshihito, M Taito
Proceedings of the Japan Concrete Institute 39, 547-552, 2017
2017
EVALUATION OF SHEAR STREGNTH DEGRADATION OF RC COLUMN SUBJECTED TO CYCLIC LOADING
LI FU, H NAKAMURA, H FURUHASHI, Y YAMAMOTO, T MIURA
2016
EVALUATION OF SHEAR FAILURE MECHANISM OF RC MEMBER BASED ON ANALYSIS OF BEAM ACTION AND ARCH ACTION
FU Li
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