Dynamic respond of cable-stayed bridge subjected to blasting load
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1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China; 2. Shanghai Construction Group Co., Ltd.,Shanghai 200080, China; 3. CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China

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    Abstract:

    Blasting engineering usually has great influence on adjacent buildings, for this edge load may cause some harm. Combining with characteristics of the blasting loads in blasting numerical simulation, the equivalent load was applied to the line of centers or the surface of blast hole in the same row to simulate explosion effect based on the Saint Venant’s principle, after making the blasting load applied to the blast hole wall equivalent by the equivalent applying method of the blasting load. Based on the equivalent load applying method, the three-dimensional entity model was used to calculate and analyse the effects of Donghai bridge in the far field of blasting construction on the stability of existing structures. The largest single explosive charge of different positions, different working conditions and different vibration response were calculated. Based on these results, the dangerous area of bridge structure was analyzed under the effects of the blasting edge load, the control of blasting quantity was put forward in different distances, which may serve as a reference for similar projects.

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姚文娟,房霆宸,程泽坤.爆破边载对斜拉桥结构动力响应分析[J].水运工程,2012,(4):36-43

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  • Received:
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  • Online: April 23,2012
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