| Study on fatigue cracking in steel bridge piers with box section and temporally repairing H MORIKAWA, T SHIMOZATO, C MIKI, A ICHIKAWA Doboku Gakkai Ronbunshu 2002 (703), 177-183, 2002 | 19 | 2002 |
| Dependence of residual axial force on thickness and shape in corroded high-strength bolts M Tai, T Shimozato, Y Nagamine, Y Arizumi, T Yabuki Journal of Structural Engineering 144 (7), 04018069, 2018 | 13 | 2018 |
| Retrofitting method for existing orthotropic steel deck S Ono, T Shimozato, T Masui, F Machida, C Miki PROCEEDINGS-JAPAN SOCIETY OF CIVIL ENGINEERS 801, 213, 2005 | 13 | 2005 |
| Evaluation of corrosion deterioration of weathering steel bridge under the environmental corrosiveness Y Tamaki, T Shimozato, Y Arizumi, T Yabuki, S Ono Proceedings of the 5th International Conference on Bridge. Maintenance …, 2010 | 12 | 2010 |
| Fatigue properties and retrofitting of existing orthotropic steel bridge decks S Ono, Y Hirabayashi, T Shimozato, N Inaba, M Murano, C Miki Doboku Gakkai Ronbunshuu A [J. of JSCE] 65 (2), 335-347, 2009 | 11 | 2009 |
| Fatigue of weld connections to trough stiffeners in orthotropic steel bridge decks F Machida, C Miki, Y Hirabayashi, H Tokida, T Shimozato Proc., 2003 Annual Assembly of Int. Institute of Welding, 2003 | 10 | 2003 |
| Buckling capacity of welded stainless steel flanges by finite element analysis T Yabuki, JJ Chambers, Y Arizumi, T Shimozato, H Matsushita Engineering structures 49, 831-839, 2013 | 8 | 2013 |
| A study on evaluation for residual axial force of corroded high strength bolts T Shimozato JSCE J. Struct. Eng. 59, 725, 2013 | 8 | 2013 |
| Fatigue strength enhancement by structural modification of transverse to longitudinal rib connections in orthotropic steel decks with open ribs M Tai, Y Arima, T Shimozato Engineering Failure Analysis 117, 104954, 2020 | 7 | 2020 |
| A Study on Application of Elastic Theory for Computing Flexural Stresses in Preflex Beam N Ahmadullah, S Tetsuhiro, M Tai International Journal of Structural and Construction Engineering 11 (10 …, 2017 | 7 | 2017 |
| Fatigue strength improvement of beam-to-column connections with box section in steel bridge frame piers A TANABE, C MIKI, A ICHIKAWA, E SASAKI, T SHIMOZATO Doboku Gakkai Ronbunshu 2004 (773), 137-148, 2004 | 7 | 2004 |
| Fatigue performance of beam-to-column connections with box sections in steel bridge frame piers C MIKI, A ICHIKAWA, T SAKAMOTO, A TANABE, H TOKIDA, ... Doboku Gakkai Ronbunshu 2002 (710), 361-371, 2002 | 7 | 2002 |
| Wheel running fatigue test for orthotropic steel bridge decks S Ono, T Shimozato, N Inaba, C Miki 58th IIW Annual Assembly, Doc 13, 2070-05, 2005 | 6 | 2005 |
| Stress measurements on fatigue-damaged structures with orthotropic steel decks in summer and winter F Machida, T Yuge, C Miki, E Yamaguchi, T Shimozato Proc., Int. Orthotropic Bridge Conf, 569-584, 2004 | 6 | 2004 |
| Durability of preflex beam under cyclic loading A Nasiri, T Shimozato Engineering Science and Technology, an International Journal 24 (6), 1361-1372, 2021 | 5 | 2021 |
| Cause Identification of Fatigue Cracks in Plate Girder-on-Steel Frame Pier Bridge S PENGPHON, C Miki, S Ono, T Shimozato STRUCTURAL ENGINEERING/EARTHQUAKE ENGINEERING 21 (1), 43s-56s, 2004 | 5 | 2004 |
| Experimental study on the post-cracking behavior of preflex beams under cyclic loading A Nasiri, T Shimozato, Y Mumtaz Structures 29, 1390-1403, 2021 | 4 | 2021 |
| Characteristics of residual axial force for high-strength bolts with corrosion shape T Shimozato JSCE J. Struct. Eng. 62, 503, 2016 | 4 | 2016 |
| A study on effective rehabilitation method of shear buckling strength by CFRP in steel girder Y Mumtaz, T Shimozato, S Yamashita Structures 56, 105008, 2023 | 3 | 2023 |
| Residual clamping force for corroded tension-control bolts M Tai, Y Nagamine, T Shimozato, Y Tamaki Journal of Structural Engineering 147 (3), 04020343, 2021 | 3 | 2021 |
