ラーメン構造

査読付論文

Jialiang Jin, Tianhao Yan, Takuya Nagae, Taichiro Okazaki, Tomohiro Matsumiya, Noriyuki Takahashi. (2024). “Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections.” Journal of Building Engineering, 95, 15 October 2024, 110254.
Martin Somarriba, Kensuke Komatsu, Taichiro Okazaki, and Junxian Zhao. (2022). “Cyclic-loading performance of steel beam-to-column moment connections to an I-shaped column.” Journal of Structural Engineering, American Society of Civil Engineers, 148(4), 04022025.
野々山優輔、長江拓也、岡崎太一郎、松宮智央、高橋典之、梶原浩一、中澤博志、御子柴正：繰り返し変形に伴う合成梁の剛性劣化挙動に注目した数値解析、日本建築学会技術報告集、26巻、62号、153-158、2020年2月．
岡崎太一郎、松宮智央、長江拓也、福山國夫、井上貴仁、中島正愛：超高層鋼構造建物の現場溶接接合部が有する耐震性能を検証するE-ディフェンス振動台実験、日本建築学会構造論文集、78巻、685号、pp. 569-578、2013年3月．
松宮智央、長江拓也、鍾育霖、岡崎太一郎、福山國夫、中島正愛：超高層鋼構造建物の柱梁接合部に関する4層骨組振動台実験、日本建築学会構造論文集、77巻、671号、pp. 85-94、2012年1月．
Kapil Mathur, Larry A. Fahnestock, Taichiro Okazaki, and Matthew J. Parkolap. (2012). “Impact of residual stresses and initial imperfections on the seismic response of steel moment frames.” Journal of Structural Engineering, American Society of Civil Engineers, 138(7), pp. 942-951.
Taichiro Okazaki, Dawei Liu, Masayoshi Nakashima, and Michael D. Engelhardt. (2006). “Stability requirements for beams in seismic steel moment frames.” Journal of Structural Engineering, American Society of Civil Engineers, 132(9), pp. 1334-1342.

国内・外の会議梗概

Jionghui Li, Martin Somarriba, Taichiro Okazaki, Takuya Nagae, Ryota Matsui: “Numerical simulation of a reduced-scale, 4-story steel moment-resisting frame tested to collapse.” 11th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2024), Salerno, Italy, 8-10 July 2024.
Martin Somarriba, Jionghui Li, Taichiro Okazaki, Takuya Nagae, Tomohiro Matsumiya: “Shake-table collapse tests of a reduced-scale, 4-story steel moment resisting frame.” 11th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2024), Salerno, Italy, 8-10 July 2024.
Jionghui Li, Taichiro Okazaki, Jun Fujiwara, Koichi Kajiwara, Akiko Kishida, Ryota Nishi, Takuya Nagae, Jialiang Jin, Tatsuya Asai: “Panel zone and column response in a shake-table test on a 10-story steel moment-resisting frame.” 18th World Conference on Earthquake Engineering (18WCEE), Milan, Italy, 30 June-5 July, 2024.
Jun Fujiwara, Takuya Nagae, Tianhao Yan, Jialiang Jin, Jionghui Li, Taichiro Okazaki, Akiko Kishida, Ryota Nishi, Koichi Kajiwara: “3-D detailed finite element analysis of full-scale shaking table rest on a 10-story steel building.” 18th World Conference on Earthquake Engineering (18WCEE), Milan, Italy, 30 June-5 July, 2024.
Taichiro Okazaki, Takuya Nagae, Tomohiro Matsumiya, Noriyuki Takahashi, Hiroshi Nakazawa, Tadashi Mikoshiba. (2020). “Dynamic loading tests of typical Japanese steel beam-to-column moment-resisting connections.” International Workshop on Connections in Steel Structures 2020 (IX Connections), Coimbra, Portugal, June 2 – 4, 2020.
Taichiro Okazaki, Takuya Nagae, Tomohiro Matsumiya, Noriyuki Takahashi, Hiroshi Nakazawa, and Tadashi Mikoshiba. (2019). “Dynamic loading tests of typical Japanese steel beam-to-column moment-resisting connections.” 12th Pacific Structural Steel Conference, Tokyo, Japan, November 9-11, 2019
Taichiro Okazaki, Tomohiro Matsumiya, Takuya Nagae, Kunio Fukuyama, Takahito Inoue, and Masayoshi Nakashima. (2013). “Shake-table tests to examine the seismic performance of moment frame connections in high-rise buildings.” 7th International Symposium on Steel Structures (ISSS-2013), Jeju Island, Korea, November 7-9, 2013.
Taichiro Okazaki, Mathew Parkolap, and Larry A. Fahnestock. (2010). “On the interface of stability and seismic design requirements for steel buildings.” 2010 Annual Stability Conference, Structural Stability Research Council, Orlando, Florida, May 12 – 14, 2010.
Taichiro Okazaki, Mathew Parkolap, and Larry A. Fahnestock. (2009). “Interface of the Direct Analysis Method and Seismic Design.” Structures Congress ’09, American Society of Civil Engineers, Austin, Texas, April 30 – May 2, 2009.