CAJ | 학술논문

通过引入合理的船舶与防撞墩相互作用模型及桩基动力p-y曲线法,建立船舶撞击高桩防撞墩的动力学分析模型.通过分析撞击系统的动力响应及能量转移规律发现,撞击过程中水平变形性能较好的高桩通过水平大变形而吸收大部分撞击能量,此时高桩破坏以桩身最大弯矩作为控制标准;船首强度、混凝土防撞墩总质量及桩周土强度参数对撞击过程中桩身最大弯矩影响不大.传统水上结构防撞设计方法不再适于这类刚度较小结构的防撞设计,通过对比分析,提出了工程上适用的基于能量控制的防撞设计新方法.
통과인입합리적선박여방당돈상호작용모형급장기동력p-y곡선법,건립선박당격고장방당돈적동역학분석모형.통과분석당격계통적동력향응급능량전이규률발현,당격과정중수평변형성능교호적고장통과수평대변형이흡수대부분당격능량,차시고장파배이장신최대만구작위공제표준;선수강도、혼응토방당돈총질량급장주토강도삼수대당격과정중장신최대만구영향불대.전통수상결구방당설계방법불재괄우저류강도교소결구적방당설계,통과대비분석,제출료공정상괄용적기우능량공제적방당설계신방법.
Based on a proposed model of reasonable interaction between the ship and the ant I-collision pier on elevated piles and the dynamic p-y curve method of the pile, a dynamic analysis model is presented for the anti-collision pier on elevated piles subjected to collision of the ship. According to the systematic analyses of the dynamic response and the law of energy transformation in the whole collision system, it is found that elevated piles having large lateral displacement ability can absorb most of the collision energy through their large lateral displacements during the collision. The maximum bending moment can be used to evaluate the destruction of these piles. The strength of the ship head, the mass of the concrete pier and the strength parameters of soils around the pile have no significant effect on the maximum bending moment of piles. Superior to the traditional anti-collision design methods which are not reasonable for this kind of flexible structure, a new energy-control based design method is proposed for t he anti-collision pier on elevated piles.