CAJ | 학술논문

针对桥梁船撞设计规范中所用等效静力法忽略船桥碰撞动力本质及有限元数值模拟方法要求高、计算量大等缺点，借鉴地震反应谱概念提出船撞设计冲击谱方法。用有限元模拟不同吨位船舶在不同速度下撞击刚性墙，获得81条撞击力时程。计算不同周期、不同阻尼比单自由度体系在撞击力时程作用下位移放大系数。通过寻找位移放大系数统计规律，给出用于桥梁船撞工程设计冲击谱及具体使用步骤。
침대교량선당설계규범중소용등효정역법홀략선교팽당동력본질급유한원수치모의방법요구고、계산량대등결점，차감지진반응보개념제출선당설계충격보방법。용유한원모의불동둔위선박재불동속도하당격강성장，획득81조당격력시정。계산불동주기、불동조니비단자유도체계재당격력시정작용하위이방대계수。통과심조위이방대계수통계규률，급출용우교량선당공정설계충격보급구체사용보취。
An equivalent static method is employed in most codes and specifications for vessel collision design of bridges,in which the dynamic nature of vessel-bridge collision is ignored.Higher requirements to the researchers and heavy calculation are required for the finite element numerical simulation method.Compared to the shortcomings of the above methods,with reference to the concept of the earthquake response spectrum,a design impact spectrum method was proposed.Through numerical simulations of the ship-rigid wall collision,81 sections of impact force time histories associated with different cases were obtained.The displacement amplification factor of a single-degree-of-freedom(SDF) system with different periods and damping ratios were calculated under the excitation of impact force time histories.Then a design impact spectrum of vessel-bridge collision was obtained by finding the statistical regularity of the displacement amplification factor.Finally the application steps of the design impact spectrum were provided.