DARWIN D,BROWNING J,LINDQUIST W D.Control of Cracking in Bridge Decks:Observations from the Field [J].Cement,Concrete,and Aggregates,2004,26(2): 148-154.
冯伟林,倪富健.子模型法在大跨钢桥面铺装有限元 模型优化中的应用[J].公路交通科技,2008,25 (7):90-94. FENG Weilin,NI Fujian.Application of Submodel Method of FE Model Optimization for Long-span Steel Bridge Deck Pavement [J].Journal of Highway and Transportation Research and Development,2008,25 (7):90-94.
[4]
赵大亮,李爱群,丁幼亮,等.基于子模型法的大跨 斜拉桥扁平钢箱梁应力分析[J].计算力学学报, 2008,25(3):326-332.ZHAO Daliang,LI Aiqun,DING Youliang,et al.Stress Analysis on Steel-box Girder of Long Span Cable-stayed Bridge Based on Submodel Method [J].Chinese Journal of Computational Mechanics,2008,25(3):326- 333.
[5]
李爱群,王浩.子模型法在超大跨悬索桥钢箱梁应力 分析中的应用[J].工程力学学报,2007,24(2): 80-84. LI Aiqun,WANG Hao.Stress Analysis on Steel Box Girders of Super-long-span Suspension Bridges with Submodel Method,2007,24(2):80-84.
[6]
徐伟,李智,张肖宁.子模型法在大跨径斜拉桥桥面 结构分析中的应用[J].土木工程学报,2004,37 (6):30-34. XU Wei,LI Zhi,ZHANG Xiaoning.Application of Sub Modeling Method for Analysis for Deck Structure of Diagonal Cable-stayed Bridge with Long Span [J].China Civil Engineering Journal,2004,37(6):30-34.
[7]
JTG D60—2004,公路桥涵设计通用规范[S]. JTG D60—2004,General Code for Design of Highway Bridges and Culverts [S].
[8]
HAMBLY E C.Bridge Deck Behaviour [M].2nd ed. London:Taylor & Francis,1990.