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      SCIE SCOPUS KCI등재

      An Experimental Analysis of the Effect of Wind Load on the Stability of a Container Crane

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      https://www.riss.kr/link?id=A75093500

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      다국어 초록 (Multilingual Abstract)

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      This study was conducted to analyze the effects of wind loads on the stability of a 50-ton container crane using wind tunnel testing. The experiments were performed in order to furnish designers with data that can be used in the design of a container crane that is wind resistant, assuming an applied wind load of 75 ㎧ velocity. Data acquisition conditions for this experiment were established in accordance with similarity to a reduced-scale model. The scale of the container crane model, wind speed and time were selected as 1/200, 1/13.3, and 1/15, respectively, and the experiment was conducted using an Eiffel type atmospheric boundary-layer wind tunnel having a 11.52 ㎡ cross-sectional area. All directional drag and overturning moment coefficients were investigated and uplift forces due to wind load at each supporting point were analyzed.
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      This study was conducted to analyze the effects of wind loads on the stability of a 50-ton container crane using wind tunnel testing. The experiments were performed in order to furnish designers with data that can be used in the design of a container...

      This study was conducted to analyze the effects of wind loads on the stability of a 50-ton container crane using wind tunnel testing. The experiments were performed in order to furnish designers with data that can be used in the design of a container crane that is wind resistant, assuming an applied wind load of 75 ㎧ velocity. Data acquisition conditions for this experiment were established in accordance with similarity to a reduced-scale model. The scale of the container crane model, wind speed and time were selected as 1/200, 1/13.3, and 1/15, respectively, and the experiment was conducted using an Eiffel type atmospheric boundary-layer wind tunnel having a 11.52 ㎡ cross-sectional area. All directional drag and overturning moment coefficients were investigated and uplift forces due to wind load at each supporting point were analyzed.

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      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Wind tunnel test
      • 3. Results and discussions
      • 4. Conclusions
      • Abstract
      • 1. Introduction
      • 2. Wind tunnel test
      • 3. Results and discussions
      • 4. Conclusions
      • Acknowledgement
      • References
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