世界地震工程
世界地震工程
세계지진공정
WORLD INFORMATION ON EARTHQUAKE ENGINEERING
2009年
4期
70-74
,共5页
导管架式海洋平台%损伤和缺陷%剩余强度%抗震安全裕度系数
導管架式海洋平檯%損傷和缺陷%剩餘彊度%抗震安全裕度繫數
도관가식해양평태%손상화결함%잉여강도%항진안전유도계수
offshore platform%damage and flaws%residual strength%structural seismic safety margin coefficient
现役导管架式海洋平台可能会存在裂纹、凹痕、腐蚀等缺陷和损伤,并可能受到海洋生物附着及地基土冲刷的影响,这些问题将减小构件强度或者放大荷载作用.取一座导管架海洋平台为例,应用动力时程及整体推进法进行分析,对比损伤前后动冰力作用下结构响应、结构抗冰能力曲线及剩余强度储备系数,并取3个地震波对损伤前后结构的地震响应、抗震能力曲线、抗震安全裕度系数进行对比.结果显示损伤和缺陷极大地降低了海洋平台抗冰抗震性能,对现役海洋平台的检测和维修也有一定借鉴意义.
現役導管架式海洋平檯可能會存在裂紋、凹痕、腐蝕等缺陷和損傷,併可能受到海洋生物附著及地基土遲刷的影響,這些問題將減小構件彊度或者放大荷載作用.取一座導管架海洋平檯為例,應用動力時程及整體推進法進行分析,對比損傷前後動冰力作用下結構響應、結構抗冰能力麯線及剩餘彊度儲備繫數,併取3箇地震波對損傷前後結構的地震響應、抗震能力麯線、抗震安全裕度繫數進行對比.結果顯示損傷和缺陷極大地降低瞭海洋平檯抗冰抗震性能,對現役海洋平檯的檢測和維脩也有一定藉鑒意義.
현역도관가식해양평태가능회존재렬문、요흔、부식등결함화손상,병가능수도해양생물부착급지기토충쇄적영향,저사문제장감소구건강도혹자방대하재작용.취일좌도관가해양평태위례,응용동력시정급정체추진법진행분석,대비손상전후동빙력작용하결구향응、결구항빙능력곡선급잉여강도저비계수,병취3개지진파대손상전후결구적지진향응、항진능력곡선、항진안전유도계수진행대비.결과현시손상화결함겁대지강저료해양평태항빙항진성능,대현역해양평태적검측화유수야유일정차감의의.
The offshore platform structure in service period may have damage and flaws, such as cracks, dints and corrosions etc. Moreover, the structure may be influenced by sea organism attachment and foundation erosion. All those will reduce the strength of structural members or enlarge the action environmental loads. Based on a jacket platform, dynamic time history and the whole-marching method are used to analyze the effect of structural damage and flaws on the ice resistance and seismic resistance of the offshore platform. To make a comparison between the structural response, the ice resistant capacity spectrum, and the remaining strength accumulation coefficient of the structure under ice force. The seismic response, seismic capacity curve, and seismic safety margin coefficient are compared based on 3 selected seismic wave before and after damage. The results show that the damage and flaws greatly reduce the ice resistance and seismic resistance capacity of the jacket platform, which will be useful for the inspection and maintenance of the offshore platform structure in service period.