摘要
对处于水下区、潮差区、浪溅区和大气区等不同氯离子环境下的马来西亚槟城二桥混凝土结构的重要且不可修复部位,采用拟蒙特卡罗法进行了耐久性寿命预测分析,计算结果对于混凝土材料和结构的耐久性参数设计起到重要的参考作用。
Based on Quasi-Monte Carlo method, durability life-span analysis has been done to concrete structures for the 2nd bridge in Malaysia Penang which were important and nonrenewable under several environmental loadings, such as under-water zone, tidal zone, splash zone, atmospheric zone. The calculation results can be referred to durability design for concrete structures and materials.
出处
《工程质量》
2015年第7期74-78,共5页
Construction Quality