CAJ | 학술논문

对于有着地震威胁的景观闸，应该进行抗震分析，有限单元法作为目前工程领域中的一种重要数值模拟方法，已逐渐作为抗震分析的重要手段。以上海某景观闸工程为例，采用反应谱法模拟地震响应，附加质量法模拟地震动水压力，通过大型有限元软件 ABAQUS 进行有限元数值计算，分析该水闸闸室段的应力与位移，验证设计方案的有效性。
대우유착지진위협적경관갑，응해진행항진분석，유한단원법작위목전공정영역중적일충중요수치모의방법，이축점작위항진분석적중요수단。이상해모경관갑공정위례，채용반응보법모의지진향응，부가질량법모의지진동수압력，통과대형유한원연건 ABAQUS 진행유한원수치계산，분석해수갑갑실단적응력여위이，험증설계방안적유효성。
Seismic analysis should be carried out for the landscape sluice which has the risk of earthquake.As an important nu-merical simulation method used in the engineering field,finite element method has been widely used for seismic analysis.In this paper,a landscape sluice in Shanghai was taken as an example.The response spectrum method was adopted to simulate the seis-mic response,and the additional mass method was adopted to simulate the earthquake dynamic water pressure.Finite element software ABAQUS was used to perform the numerical calculations,to analyze the stress and displacement of the sluice cham-ber,and to verify the validity.