华东交通大学学报
華東交通大學學報
화동교통대학학보
JOURNAL OF EAST CHINA JIAOTONG UNIVERSITY
2014年
1期
114-118
,共5页
铅芯橡胶支座%渡槽%隔震%ADINA
鉛芯橡膠支座%渡槽%隔震%ADINA
연심상효지좌%도조%격진%ADINA
lead rubber bearing%aqueduct%isolation%ADINA
采用有限元分析程序ADINA建立铅芯橡胶支座的有限元模型,通过施加水平循环正弦位移荷载,得出了铅芯橡胶支座的滞回曲线,与试验曲线吻合良好,验证了数值模拟方法的正确性;将铅芯橡胶支座应用到某渡槽实际工程,建立了渡槽-支座-水体的流固耦合抗震分析数值模型,并进行了计算分析;结果表明,运用铅芯橡胶支座后渡槽结构的地震响应显著降低,隔震效果明显,结构抗震性能得到提高。
採用有限元分析程序ADINA建立鉛芯橡膠支座的有限元模型,通過施加水平循環正絃位移荷載,得齣瞭鉛芯橡膠支座的滯迴麯線,與試驗麯線吻閤良好,驗證瞭數值模擬方法的正確性;將鉛芯橡膠支座應用到某渡槽實際工程,建立瞭渡槽-支座-水體的流固耦閤抗震分析數值模型,併進行瞭計算分析;結果錶明,運用鉛芯橡膠支座後渡槽結構的地震響應顯著降低,隔震效果明顯,結構抗震性能得到提高。
채용유한원분석정서ADINA건립연심상효지좌적유한원모형,통과시가수평순배정현위이하재,득출료연심상효지좌적체회곡선,여시험곡선문합량호,험증료수치모의방법적정학성;장연심상효지좌응용도모도조실제공정,건립료도조-지좌-수체적류고우합항진분석수치모형,병진행료계산분석;결과표명,운용연심상효지좌후도조결구적지진향응현저강저,격진효과명현,결구항진성능득도제고。
The finite element model of the lead rubber bearing was established by using ADINA in this study. Through a horizontal cyclic sinusoidal displacement load,the hysteretic curve of lead rubber bearing was ob-tained, which was in good agreement with the test curve and the numerical simulation method was verified. Then the lead rubber bearing was applied to an aqueduct engineering,and a numerical model for fluid-structure coupling seismic analysis of aqueduct-bearing-water was established. The calculation results show that the seis-mic response of aqueduct structures has decreased after using lead rubber bearings, and the vibration isolation ef-fect is obvious, which means the structural seismic performance has been improved.