中外港口规范对比研究Ⅰ:设计使用年限与波浪重现期标准
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摘要
文章对中国、日本、英国、美国等国家港口相关规范中涉及建筑物设计使用年限和设计波浪重现期的条款进行对比,进而分析了海港建筑物的设计使用年限、设计波浪重现期和出现概率三者的关系,并给出了两两关系表,通过数据指出从安全角度不能简单地采用设计波浪重现期作为设计使用年限值,而应根据建筑物的重要程度选择设计使用年限对应的重现期。文中给出的三者关系图表可方便相关工作者参考使用。
This paper makes a comparison of the provisions concerning the design service life of constructions and wave recurrence criteria in the relevant port standards of China, Japan, Britain and the United States, and then the relationship among design life, design wave recurrence period and occurrence probability of harbor buildings is analyzed, and a pairwise relationship table is given. According to the data, it is pointed out that the design wave recurrence period cannot be simply used as the design life limit from the safety point of view, but the recurrence period corresponding to the design life should be selected according to the importance of the building. The relation chart of the three factors given in this paper can be used for reference by relevant workers.
This paper makes a comparison of the provisions concerning the design service life of constructions and wave recurrence criteria in the relevant port standards of China, Japan, Britain and the United States, and then the relationship among design life, design wave recurrence period and occurrence probability of harbor buildings is analyzed, and a pairwise relationship table is given. According to the data, it is pointed out that the design wave recurrence period cannot be simply used as the design life limit from the safety point of view, but the recurrence period corresponding to the design life should be selected according to the importance of the building. The relation chart of the three factors given in this paper can be used for reference by relevant workers.
引文
[1]周剑, 施凌, 唐敏.国内外港口工程水位确定方法对比[J].水运工程,2016(10):106-109.ZHOU J, SHI L, TANG M. Determination method of design water level at home and abroad[J]. Port & Waterway Engineering, 2016(10):106-109.
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[3]杨国平, 张鹏, 周剑.国内外港口工程深度基准面及码头面高程计算方法对比[J].水运工程,2016(10):68-74.YANG G P, ZHANG P, ZHOU J. Algorithm comparison about depth datum and jetty′s elevation between domestic and overseas port project[J]. Port & Waterway Engineering, 2016(10):68-74.
[4]李峰, 侯建国, 安旭文, 等.国内外规范中目标可靠指标取值的比较研究[J].电力建设,2009,30(5):13-16.LI F, HOU J G, AN X W, et al. Comparison of Target Reliability Index Selection in Domestic and Foreign Criterions[J].Electric Power Construction, 2009,30(5):13-16.
[5]陈红军, 谷文强.港口工程设计使用年限国内外对比分析研究[J].港工技术,2016,53(1):52-55.CHEN H J, GU W Q. Comparative Analysis of Design Serviceable Life of Port Engineering Adopted in China and Abroad[J].Port Engineering Technology, 2016,53(1):52-55.
[6]安翔, 于亮, 杨阳. 国内外主要规范中船舶航行下沉量计算比较研究[J]. 水道港口, 2017(4):368-411.AN X, YU L, YANG Y. Dynamic response analysis of the undersea towed cable based on lump-mass method[J]. Journal of Waterway and Harbor, 2017(4):368-411.
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[12]徐俊. 海上风电及潮汐电站海洋水文设计浅析[J].西北水电,2015,20(1):1-5.XU J.Study on Marine Hydrology of Offshore Wind Energy Development and Tidal Power Plant[J]. Northwest hydropower, 2015,20(1):1-5.
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[14]GB50068-2001,建筑结构可靠度设计统一标准[S].
[15]徐军, 刘磊, 刘晓东.港珠澳大桥设计技术标准研究[J].中外公路,2011,31(5):136-140.XU J, LIU L, LIU X D. Study on technical standards of Hong Kong-Zhuhai-Macao Bridge[J]. Journal of China & Foreign Highway, 2011,31(5):136-140.
[16]李绍武, 韩飞, 陈汉宝. 越南某电厂温排水数值模拟[J]. 水道港口, 2017(4): 361-367.LI S W, HAN F, CHEN H B. Numerical simulation study on the thermal water discharge of one power plant in Vietnam[J]. Journal of Waterway and Harbor, 2017(4):361-367.
[17]谭忠华, 杨会利, 陈汉宝, 等. 超临界燃煤电站取水泵站流道内流态及整流措施试验研究[J]. 水道港口, 2018(3):331-335.TAN Z H, YANG H L, CHEN H B, et al. Experimental study on the improvement measures of flow patterns in forebay and inflow channel of coal-fired power plant water pump station[J]. Journal of Waterway and Harbor, 2018(3):331-335.
[18]黄美玲,陈汉宝,耿宝磊,等. 印尼爪哇岛南岸波浪双峰谱特征分析[J]. 水道港口,2018(6):671-675.HUANG M L, CHEN H B, GENG B L, et al. Statical characteristics of sea waves with double-peaked spectrum at In donesia's south bank of the island of Java[J]. Journal of Waterway and Harbor, 2018(6):671-675.
[2]侯慷, 黄志扬, 郑碧芳.中外航道设计中波浪富裕水深确定方法对比[J].水运工程,2017(11):51-57.HOU K, HUANG Z Y, ZHENG B F. Comparison of determination methods of wave under-keel clearance in channel design[J]. Port & Waterway Engineering, 2017(11):51-57.
[3]杨国平, 张鹏, 周剑.国内外港口工程深度基准面及码头面高程计算方法对比[J].水运工程,2016(10):68-74.YANG G P, ZHANG P, ZHOU J. Algorithm comparison about depth datum and jetty′s elevation between domestic and overseas port project[J]. Port & Waterway Engineering, 2016(10):68-74.
[4]李峰, 侯建国, 安旭文, 等.国内外规范中目标可靠指标取值的比较研究[J].电力建设,2009,30(5):13-16.LI F, HOU J G, AN X W, et al. Comparison of Target Reliability Index Selection in Domestic and Foreign Criterions[J].Electric Power Construction, 2009,30(5):13-16.
[5]陈红军, 谷文强.港口工程设计使用年限国内外对比分析研究[J].港工技术,2016,53(1):52-55.CHEN H J, GU W Q. Comparative Analysis of Design Serviceable Life of Port Engineering Adopted in China and Abroad[J].Port Engineering Technology, 2016,53(1):52-55.
[6]安翔, 于亮, 杨阳. 国内外主要规范中船舶航行下沉量计算比较研究[J]. 水道港口, 2017(4):368-411.AN X, YU L, YANG Y. Dynamic response analysis of the undersea towed cable based on lump-mass method[J]. Journal of Waterway and Harbor, 2017(4):368-411.
[7]Port Designer′s Handbook: Recommendations and Guidelines[Z].
[8]JTS141-2011,水运工程设计通则[S].
[9]ASCE(2009),Technical Standards and Commentaries for Port and Harbour Facilities in Japan[S].
[10]ASCE(2004), Design of marine facilities for the berthing, mooring, and repair of vessels[S].
[11]BS6349-1-1-2013, Maritime works-Part 1-1: General-Code of practice for planning and design for operations[S].
[12]徐俊. 海上风电及潮汐电站海洋水文设计浅析[J].西北水电,2015,20(1):1-5.XU J.Study on Marine Hydrology of Offshore Wind Energy Development and Tidal Power Plant[J]. Northwest hydropower, 2015,20(1):1-5.
[13]BS6349-1-2000, Maritime structures-Part 1: code of practice for general criteria[S].
[14]GB50068-2001,建筑结构可靠度设计统一标准[S].
[15]徐军, 刘磊, 刘晓东.港珠澳大桥设计技术标准研究[J].中外公路,2011,31(5):136-140.XU J, LIU L, LIU X D. Study on technical standards of Hong Kong-Zhuhai-Macao Bridge[J]. Journal of China & Foreign Highway, 2011,31(5):136-140.
[16]李绍武, 韩飞, 陈汉宝. 越南某电厂温排水数值模拟[J]. 水道港口, 2017(4): 361-367.LI S W, HAN F, CHEN H B. Numerical simulation study on the thermal water discharge of one power plant in Vietnam[J]. Journal of Waterway and Harbor, 2017(4):361-367.
[17]谭忠华, 杨会利, 陈汉宝, 等. 超临界燃煤电站取水泵站流道内流态及整流措施试验研究[J]. 水道港口, 2018(3):331-335.TAN Z H, YANG H L, CHEN H B, et al. Experimental study on the improvement measures of flow patterns in forebay and inflow channel of coal-fired power plant water pump station[J]. Journal of Waterway and Harbor, 2018(3):331-335.
[18]黄美玲,陈汉宝,耿宝磊,等. 印尼爪哇岛南岸波浪双峰谱特征分析[J]. 水道港口,2018(6):671-675.HUANG M L, CHEN H B, GENG B L, et al. Statical characteristics of sea waves with double-peaked spectrum at In donesia's south bank of the island of Java[J]. Journal of Waterway and Harbor, 2018(6):671-675.