INVESTIGATION THE UTILIZATION OF HIGH-PRECISION POINT CLOUD DATA FOR MEASURING LOCAL BUCKLING SHAPES OF STEEL BRIDGE PIERS

Author:

HASHIMOTO Naofumi1,HIDAKA Nao1,NONAKA Tetsuya1,OBATA Makoto1

Affiliation:

1. 名古屋工業大学大学院 工学専攻

Publisher

Japan Society of Civil Engineers

Reference9 articles.

1. 1) 青木徹彦,鈴木真一,渡辺俊輔,鈴木森晶,宇佐美勉,葛漢彬:面外繰り返し水平力を受ける逆L形鋼製箱形断面橋脚の強度と変形能に関する実験的研究,土木学会論文集,No. 724/I-62,pp. 213-223,2003. [Aoki, T., Suzuki, S., Watanabe, S., Suzuki, M., Usami, T., and Ge, H.: Experimental Study On Strength And Deformation Capacity Of Inverted II-Shaped Steel Bridge Piers Subjected To Out-Of-Plane Cyclic Loading, Journal of Japan Society of Civil Engineers, No. 724/I-62, pp. 213-223, 2003.]

2. 2) 湯原諒真,海老澤健正,野中哲也,山田忠信,森下宣明,阪野崇人:面外地震荷重を受ける逆L字形コンクリート充填鋼製橋脚の耐震性能に関する実験的検討,土木学会第78回年次学術講演会,2023.[Yuhara, R., Ebisawa, K., Nonaka, T., Yamada, T. and Morishita, N.: Experimental Study on Seismic Performance of Inverted L-Shaped Concrete-Filled Steel Piers Subjected to Out-of-Plane Seismic Load, Proc. of the 78th Annual Conference of the Japan Society of Civil Engineers Vol. 2023]

3. 3) Fischler, M. A. and Robert, C. B. : Random Sample Consensus: A Paradigm for Model Fitting with Applications to Image Analysis and Automated Cartography, Communications of the ACM, Vol. 24, No. 6, pp. 381-395, 1981.

4. 4) Bentley, J. L. : K-d Trees for Semidynamic Point Sets. SCG '90: Proc. 6th Annual Symposium on Computational Geometry (1990), pp. 187-197, 1990.

5. 5) 山口愛加,原田風渚,窪田諭:3次元点群データを用いた施工進捗の可視化と情報システムの構想,Ai・データサイエンス論文集,Vol. 3,No. J2,pp. 277-286,2022.[Ya-maguchi, A., Harada, K., and Kubota, S.: Visualization Of Construction Progress And Information System Concept Using Three-Dimesional Point Cloud Data. Intelligence, Informatics and Infrastructure, Vol. 3, No. J2, pp. 277-286, 2022.]

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