Relevant bibliographies by topics / 梁端溶接部

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  1. Journal articles
  2. Dissertations / Theses

Academic literature on the topic '梁端溶接部'

Author: Grafiati
Published: 4 June 2021
Last updated: 2 February 2022

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Journal articles on the topic "梁端溶接部"

1

SAKAMOTO, Shinichi, Yoshitaka YABE, and Shinji MASE. "STRUCTURAL BEHAVIORS OF H-SHAPED STEEL BEAMS AT BEAM-TO-COLUMN CONNECTIONS WELDED ON SITE." Journal of Structural and Construction Engineering (Transactions of AIJ) 59, no. 456 (1994): 69–79. http://dx.doi.org/10.3130/aijs.59.69_1.

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NARIHARA, Hiroyuki, and Mitsuru IZUMI. "FATIGUE STRENGTH OF WELDED BEAM ENDS AT THE BEAM-TO-COLUMN CONNECTIONS IN STEEL STRUCTURES." Journal of Structural and Construction Engineering (Transactions of AIJ) 63, no. 508 (1998): 111–17. http://dx.doi.org/10.3130/aijs.63.111_2.

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3

NAKAGOMI, Tadao, Tetsuya FUJITA, Keisuke MINAMI, Ken LEE, and Masatoshi MURAI. "STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS." Journal of Structural and Construction Engineering (Transactions of AIJ) 62, no. 498 (1997): 145–51. http://dx.doi.org/10.3130/aijs.62.145.

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4

AZUMA, Kiyosaburo, Takahiko SUZUKI, Ryoichi KANNO, and Hiroshi SHIMANUKI. "SLIT TIP OPENING BEHAVIOR OF ELECTRO-SLAG WELD ZONE BETWEEN INTERIOR DIAPHRAGM AND BOX COLUMN ON STEEL MOMENT FRAME." Journal of Structural and Construction Engineering (Transactions of AIJ) 68, no. 573 (2003): 161–68. http://dx.doi.org/10.3130/aijs.68.161_4.

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5

KASAHARA, Motohiro, and Tadao NAKAGOMI. "EXPERIMENTAL STUDIES ABOUT EVALUATION OF DEFECTS BY ADVANCED TIP ECHO TECHNIQUE IN THE END ZONE OF BEAM-TO-COLUMN WELD JOINTS." Journal of Structural and Construction Engineering (Transactions of AIJ) 71, no. 607 (2006): 167–74. http://dx.doi.org/10.3130/aijs.71.167_3.

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6

NAKAGOMI, Tadao, Hirofumi KANEKO, Seiichiro TSUTSUMI, Kai MASUDA, Jun MAKISHIMA, and Ryosuke HORIBA. "STUDY OF INFLUENCE OF BEAM-END JOINT DETAILS WITH FIELD WELDING ON DEFORMATION CAPACITY OF PRE-BUILD-UP H-SHAPE BEAM-TO-COLUMN JOINT." Journal of Structural and Construction Engineering (Transactions of AIJ) 82, no. 739 (2017): 1497–506. http://dx.doi.org/10.3130/aijs.82.1497.

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7

OHNISHI, Yuichiro, Kenichi HAYASHI, Yi Hua HUANG, Mamoru IWATA, and Akira WADA. "CYCLIC BEHAVIORS OF WELDED BEAM-COLUMN CONNECTIONS USED IN THE DAMAGE TOLERANT STRUCTURES." Journal of Structural and Construction Engineering (Transactions of AIJ) 62, no. 501 (1997): 143–50. http://dx.doi.org/10.3130/aijs.62.143.

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8

MAEDA, Yasushi, Yousuke SUZUKI, Yasunori KISHINO, et al. "MECHANICAL PROPERTIES OF FLANGE PLATE AT WELDED BEAM-END IN THE STEEL STRUCTURE FRAME WITH DAMPERS." Journal of Structural and Construction Engineering (Transactions of AIJ) 65, no. 529 (2000): 159–66. http://dx.doi.org/10.3130/aijs.65.159_2.

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9

NAKAGOMI, Tadao, Yoshitaka YABE, and Shinichi SAKAMOTO. "EFFECT OF SCALLOPS AT BEAM-END ON MECHANICAL BEHAVIORS OF H-SHAPED STEEL BEAMS CONNECTED TO H-SHAPED COLUMN." Journal of Structural and Construction Engineering (Transactions of AIJ) 432 (1992): 51–59. http://dx.doi.org/10.3130/aijsx.432.0_51.

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10

YABE, Yoshitaka, Shinichi SAKAMOTO, and Tadao NAKAGOMI. "EFFECT OF SCALLOPS AT BEAM END ON MECHANICAL BEHAVIORS OF H-SHAPED STEEL BEAMS CONNECTED TO BOX COLUMN." Journal of Structural and Construction Engineering (Transactions of AIJ) 440 (1992): 125–32. http://dx.doi.org/10.3130/aijsx.440.0_125.

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Dissertations / Theses on the topic "梁端溶接部"

1

澤本, 佳和. "繰り返し変位履歴を受ける梁端溶接接合部の延性破断を考慮した変形能力評価". Kyoto University, 2020. http://hdl.handle.net/2433/259037.

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2

高塚, 康平. "長周期地震動による梁端溶接接合部の繰返し延性破断を考慮した超高層建物の耐震性能評価". 京都大学 (Kyoto University), 2015. http://hdl.handle.net/2433/199263.

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