振动工程学报
振動工程學報
진동공정학보
JOURNAL OF VIBRATION ENGINEERING
2015年
2期
291-301
,共11页
赵国臣%徐龙军%许昊%谢礼立
趙國臣%徐龍軍%許昊%謝禮立
조국신%서룡군%허호%사례립
地震反应谱%近断层地震动%长周期结构%分解方法%多尺度分析
地震反應譜%近斷層地震動%長週期結構%分解方法%多呎度分析
지진반응보%근단층지진동%장주기결구%분해방법%다척도분석
seismic response spectrum%near-fault ground motion%long-period structure%decomposition method%multi-scale a-nalysis
近断层长周期地震动是一类较特殊的破坏性地震动,对长周期结构的破坏尤为显著。为深入分析近断层地震动的工程特性,基于小波分析中的多尺度分析方法对近期12次典型破坏性地震的53条近断层地震动进行了分解,得到266条地震动分量。通过研究地震动分量的幅值、周期和双规准谱的特征,提出了一种评估近断层区建筑结构地震反应的方法。这种方法能够给出单自由度弹性体系在周期为0.3~20 s 地震动分量作用下的最大绝对加速度反应,并综合考虑了场地和断层距的影响,给出了简洁的函数表达式,为近断层区建筑结构尤其是长周期结构的设计提供了参考依据。
近斷層長週期地震動是一類較特殊的破壞性地震動,對長週期結構的破壞尤為顯著。為深入分析近斷層地震動的工程特性,基于小波分析中的多呎度分析方法對近期12次典型破壞性地震的53條近斷層地震動進行瞭分解,得到266條地震動分量。通過研究地震動分量的幅值、週期和雙規準譜的特徵,提齣瞭一種評估近斷層區建築結構地震反應的方法。這種方法能夠給齣單自由度彈性體繫在週期為0.3~20 s 地震動分量作用下的最大絕對加速度反應,併綜閤攷慮瞭場地和斷層距的影響,給齣瞭簡潔的函數錶達式,為近斷層區建築結構尤其是長週期結構的設計提供瞭參攷依據。
근단층장주기지진동시일류교특수적파배성지진동,대장주기결구적파배우위현저。위심입분석근단층지진동적공정특성,기우소파분석중적다척도분석방법대근기12차전형파배성지진적53조근단층지진동진행료분해,득도266조지진동분량。통과연구지진동분량적폭치、주기화쌍규준보적특정,제출료일충평고근단층구건축결구지진반응적방법。저충방법능구급출단자유도탄성체계재주기위0.3~20 s 지진동분량작용하적최대절대가속도반응,병종합고필료장지화단층거적영향,급출료간길적함수표체식,위근단층구건축결구우기시장주기결구적설계제공료삼고의거。
The near-fault ground motion with long period is one special kind of destructive ground motions and has significant damage to long period structures particularly.For further research on the effects of near-fault ground motion to structures,53 typical near-fault ground motions that selected from 12 recent major earthquakes were decomposed based on multi-scale analysis method in wavelet theory,and a total of 266 ground motion components were obtained.A method to estimate seismic response of buildings that constructed in near-fault region was proposed by research on the characteristics of ground motion components, including amplitude,period and bi-normalized response spectra.This method is able to give the maximum absolute acceleration response of single degree freedom elastic system under the effect of ground motion components with period range from 0.3 s to 20 s.The impact of site and rupture distance was considered,and a simple function was given.This method can provide de-tailed reference for the design of near-fault region structures,especially for long period structures.