摘要
-Thedynamicresponsebehaviorsofuprightbreakwatersunderbrokenwaveimpactareanalysedbasedonthemass-damper-springdynamicsystemmodel.Theeffectsofthemass,damping,stiffness,naturalperiod,andimpulseduration(oroscillationperiod)onthetranslation,rotation,slidingforce,overturningmoment,andcorrespondingdynamicamplifyingfactorsarestudied.Itisconcludedthattheampli-yingfactorsonlydependontheratioofthesystemnaturalperiodtoimpulseduration(oroscillationperiod)underacertaindampingratio.Moreover,theequivalentstaticapproachtobreakwaterdesignisalsodiscussed.
出版日期
1996年03月13日（中国期刊网平台首次上网日期，不代表论文的发表时间）
