第II部門

港湾施設 (1)

Thu. Sep 15, 2022 9:00 AM - 10:20 AM II-4 (吉田南１号館　１共３１)

Chair: Yutaka Tanaka

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9:00 AM - 9:10 AM

[II-73] About the attenuation effect when the net width of the caisson joint transmission wave reduction method is changed

*Shigenori Kobayashi¹, Takahashi Yasuhiro¹, Tokoro Masahiro¹, Murakami Hideki¹ (1. Yokohamakouwankuukougizyututyousazimusyo)

9:10 AM - 9:20 AM

[II-74] Sensitivity Analysis for Required Embedded length of Anchored Sheet Pile Quay Walls using Frame Analysis

*Ryunosuke Tawatari¹, Takaaki Mizutani¹, Satoshi Matsumura¹, Naohiro Hamamoto¹, Koichiro Kubota², Shintaro Kagimoto² (1. Port and Airport Research Institute, 2. Hiroshima Research and Engineering Office for Port and Airport)

9:20 AM - 9:30 AM

[II-75] Evaluation of Interlocking of Wave Dissipating Blocks in Wave Dissipating Works

*Shin-ichi Kubota¹, Jun Mitsui¹, Akira Matsumoto¹ (1. FUDO TETRA CORPORATION)

9:30 AM - 9:40 AM

[II-76] Evaluation of Effect of Water in Pipe Pile and Additional Mass due to Earthquake on Natural Period, and Development of Prediction Model

*Noriki Sugahara¹, Masahiro Takenobu¹, Masafumi Miyata¹, Yusuke Fukunaga², Atsushi Nozu³, Yosuke Nagasaka³, Akito Sone⁴, Hiroki Eguchi⁴ (1. National Institute for Land and Infrastructure Management , 2. Coastal Development Institute of Technology, 3. Port and Airport Research Institute, 4. NEWJEC Inc.)

9:40 AM - 9:50 AM

[II-77] A simplified earthquake resistant design method of sheet pile quay wall with vertical pile anchorage considering an expansion area of active failure region

*Kenichiro Miyashita¹, Takashi Nagao² (1. Pacific Consultants, 2. Kobe University)

9:50 AM - 10:00 AM

[II-78] the Influence of Concrete Restraints on Breakwater Frame Concrete by Vibration Exciter Experiments

*Yoshihiko Saito¹, Takayasu Fujita², Kuniaki Oi³, Nobuo Mikami³, Tetsurou Kasai¹, Atsushi Mikami¹ (1. Tokai University, 2. MIKUNIYA CORPORATION, 3. National Research Institute of Fisheries Engineering)

10:00 AM - 10:10 AM

[II-79] Consideration on Vibration Characteristics of Piled Pier with Batter or Horizontal Piles Based on Seismic Recordings

*Hiroki Eguchi¹, Akito Sone¹, Masayuki Yamada¹, Noriki Sugahara², Masahiro Takenobu² (1. NEWJEC Inc., 2. NILIM)

Session information