中国石油大学学报(自然科学版)
中國石油大學學報(自然科學版)
중국석유대학학보(자연과학판)
Journal of China University of Petroleum (Edition of Natural Science)
2015年
5期
124-129
,共6页
刘红兵%陈国明%朱本瑞%杨东平%赵康%吕涛
劉紅兵%陳國明%硃本瑞%楊東平%趙康%呂濤
류홍병%진국명%주본서%양동평%조강%려도
能力谱法%导管架平台%抗震评估%性能点%失效模式
能力譜法%導管架平檯%抗震評估%性能點%失效模式
능력보법%도관가평태%항진평고%성능점%실효모식
capacity spectrum method%jacket platform%seismic evaluation%performance point%failure mode
针对现行海洋平台抗震规范无法考虑平台结构弹塑性抗震性能及地震失效机制问题,提出基于能力谱法海洋平台抗震性能评估方法,获得平台结构抗震性能及失效模式,解决强震作用下海洋平台结构弹/塑性抗震评估技术难题。基于规范推荐地震弹性设计谱,采用折减系数建立弹/塑性反应谱,结合渤海某导管架平台,采用能力谱法进行弹/塑性抗震性能评估。结果表明:能力谱法计算简便,对于以第1阶振型为主导地震响应的平台结构具有较好的精度;采用能力谱法评估地震惯性载荷时须考虑其高度效应,可采用倒三角或高度等效加载方式;桩基失效是平台结构地震作用下主要失效模式,平台抗震设计时应保证桩腿具有足够强度和入泥深度,避免强震作用下桩基失效而导致平台结构整体倾覆。
針對現行海洋平檯抗震規範無法攷慮平檯結構彈塑性抗震性能及地震失效機製問題,提齣基于能力譜法海洋平檯抗震性能評估方法,穫得平檯結構抗震性能及失效模式,解決彊震作用下海洋平檯結構彈/塑性抗震評估技術難題。基于規範推薦地震彈性設計譜,採用摺減繫數建立彈/塑性反應譜,結閤渤海某導管架平檯,採用能力譜法進行彈/塑性抗震性能評估。結果錶明:能力譜法計算簡便,對于以第1階振型為主導地震響應的平檯結構具有較好的精度;採用能力譜法評估地震慣性載荷時鬚攷慮其高度效應,可採用倒三角或高度等效加載方式;樁基失效是平檯結構地震作用下主要失效模式,平檯抗震設計時應保證樁腿具有足夠彊度和入泥深度,避免彊震作用下樁基失效而導緻平檯結構整體傾覆。
침대현행해양평태항진규범무법고필평태결구탄소성항진성능급지진실효궤제문제,제출기우능력보법해양평태항진성능평고방법,획득평태결구항진성능급실효모식,해결강진작용하해양평태결구탄/소성항진평고기술난제。기우규범추천지진탄성설계보,채용절감계수건립탄/소성반응보,결합발해모도관가평태,채용능력보법진행탄/소성항진성능평고。결과표명:능력보법계산간편,대우이제1계진형위주도지진향응적평태결구구유교호적정도;채용능력보법평고지진관성재하시수고필기고도효응,가채용도삼각혹고도등효가재방식;장기실효시평태결구지진작용하주요실효모식,평태항진설계시응보증장퇴구유족구강도화입니심도,피면강진작용하장기실효이도치평태결구정체경복。
As the current offshore platform seismic code cannot consider the inelastic seismic performance and the seismic failure mechanism, the seismic capacity evaluation method of offshore platform was proposed based on the capacity spectrum method. On this basis, the seismic performance and failure modes were obtained precisely, to solve the problem of evaluating the seismic behavior under strong earthquake. According to the design seismic spectrum, the inelastic reaction spectrum was established by reduction factor, and seismic evaluation of the jacket platform in Bohai sea of China was accomplished. The results show that the capacity spectrum method is suitable for offshore platform, because of easy calculation and creditable precision. The inverse triangle and high equivalence methods could be used to evaluate the earthquake force, so that the effects of altitude are considered. The pile foundation is one of the main causes leading to the platform to fail under seismic loads. When designing the seismic performance of a jacket platform, the strength and driving depth of the leg should be guar-anteed, in order to avoid failure of pile foundation under strong earthquake which might lead to the platform to overturn.