公路交通科技
公路交通科技
공로교통과기
JOURNAL OF HIGHWAY AND TRANSPORTATION RESEARCH AND DEVELOPMENT
2009年
8期
67-72
,共6页
桥梁工程%钢管混凝土拱桥%安全性评价%径向基网络
橋樑工程%鋼管混凝土拱橋%安全性評價%徑嚮基網絡
교량공정%강관혼응토공교%안전성평개%경향기망락
bridge engineering%CFST arch bridge%safety assessment%RBF neural network
以全桥安全性评价为总体目标,在以往桥梁安全性评价方法的基础上,引入人工神经网络理论,并结合层次分析法,提出了基于径向基网络的钢管混凝土拱桥安全性评价方法.从影响钢管混凝土拱桥安全性的承载能力、承重构件损伤以及外观损伤等3个主要方面进行考虑,分别建立RBF神经网络安全性评价模型,采用现场实测数据评价结果作为神经网络训练和检验样本,对神经网络进行学习训练,获取专家的经验知识和直觉思维,建立高度非线性的输入与输出的映射关系.通过仿真得到桥梁承载能力、承重构件损伤、外观损伤以及成桥状态下最终的安全性信息.以武汉市晴川桥为例进行工程实例分析,分析结果表明,该方法较好地反映了钢管混凝土拱桥结构的安全性状况.
以全橋安全性評價為總體目標,在以往橋樑安全性評價方法的基礎上,引入人工神經網絡理論,併結閤層次分析法,提齣瞭基于徑嚮基網絡的鋼管混凝土拱橋安全性評價方法.從影響鋼管混凝土拱橋安全性的承載能力、承重構件損傷以及外觀損傷等3箇主要方麵進行攷慮,分彆建立RBF神經網絡安全性評價模型,採用現場實測數據評價結果作為神經網絡訓練和檢驗樣本,對神經網絡進行學習訓練,穫取專傢的經驗知識和直覺思維,建立高度非線性的輸入與輸齣的映射關繫.通過倣真得到橋樑承載能力、承重構件損傷、外觀損傷以及成橋狀態下最終的安全性信息.以武漢市晴川橋為例進行工程實例分析,分析結果錶明,該方法較好地反映瞭鋼管混凝土拱橋結構的安全性狀況.
이전교안전성평개위총체목표,재이왕교량안전성평개방법적기출상,인입인공신경망락이론,병결합층차분석법,제출료기우경향기망락적강관혼응토공교안전성평개방법.종영향강관혼응토공교안전성적승재능력、승중구건손상이급외관손상등3개주요방면진행고필,분별건립RBF신경망락안전성평개모형,채용현장실측수거평개결과작위신경망락훈련화검험양본,대신경망락진행학습훈련,획취전가적경험지식화직각사유,건립고도비선성적수입여수출적영사관계.통과방진득도교량승재능력、승중구건손상、외관손상이급성교상태하최종적안전성신식.이무한시청천교위례진행공정실례분석,분석결과표명,해방법교호지반영료강관혼응토공교결구적안전성상황.
In order to gain the result of the safety assessment of CFST arch bridge, based on the traditional safety evaluation methods, artificial neural network (ANN) and analytic hierarchy process (AHP), a safety evaluation method based on radial basis function (RBF) neural network was presented. With consideration of several key factors which affect the whole safety state such as load bearing capability, damage of bearing component and damaged state of appearance, RBF neural network models were built and trained by checking samples gained from the data measured on the spot. Then the experience and instinct thought of experts were gained and the highly nonlinear mapping relationship between the input and output factors was established. Finally, the whole safety evaluation of load bearing capability, damage of bearing component, damaged state of appearance and completed state of arch bridge were gotten by the method of simulation. The result of safety evaluation of Qingchuan Bridge in Wuhan city shows that the approach is highly potential and practical to evaluate the safety of long-span concrete filled steel tube arch bridge.