| 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 | 42 | 2018 |
| 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 | 26 | 2017 |
| 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 | 22 | 2017 |
| 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 | 15 | 2020 |
| 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 | 13 | 2012 |
| 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 | 8 | 2013 |
| 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 | 7 | 2017 |
| 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 | 7 | 2014 |
| 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 | 6 | 2022 |
| 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 | 5 | 2022 |
| 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 | 4 | 2023 |
| 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 | 3 | 2016 |
| 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 | 3 | 2014 |
| 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 | 3 | 2012 |
| 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 | 2 | 2015 |
| 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 | 1 | 2023 |
| 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 FAILURE MECHANISM OF RC MEMBER BASED ON ANALYSIS OF BEAM ACTION AND ARCH ACTION FU Li | | 2017 |
| EVALUATION OF SHEAR STREGNTH DEGRADATION OF RC COLUMN SUBJECTED TO CYCLIC LOADING LI FU, H NAKAMURA, H FURUHASHI, Y YAMAMOTO, T MIURA | | 2016 |
