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与武夷山老师商榷“可替代文献”

已有 1233 次阅读 2020-7-25 12:00 |系统分类:观点评述

这是我之前私下向武夷山老师请教的一个问题。我认为很多参考文献是“可替代性文献”,武老师认为这种情况可能不会太多。所以我决定冒着得罪人的风险,试验一下。

我自己的本科专业是土木工程,以下这篇文章是国内土木工程领域的重要期刊《土木工程学报》目前官网上最新一期的最上面一篇文献(我请师弟帮忙下载的):

http://manu36.magtech.com.cn/Jwk_tmgcxb/CN/abstract/abstract969.shtml

《装配式震损可更换组合柱抗震性能试验研究》,作者:吕英婷,郭子雄, 黄婷婷,刘阳,叶勇。具体引文如下:

[1] Fortney P J,Shahrooz B M,Rassati G A. Large-scale testing of a replaceable fuse steelcoupling beam[J]. Journal of Structural Engineering, 2007, 133 ( 12 ) : 1801-1807

[2] Marriott D,Pampanin S,Palermo A. Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters [J].Earthquake Engineering & Structural Dynamics,2009,38( 3) : 331-354

[3] Marriott D,Pampanin S,Palermo A. Biaxial testing of unbonded post-tensioned rocking bridge piers with external replacable dissipaters [J]. Earthquake Engineering & Structural Dynamics,2011,40( 15) : 1723-1741

[4] El-Bahey S,Bruneau M. Bridge piers with structural fuses and bi-steel columns. I: experimental testing[J]. Journal of Bridge Engineering,2012,17( 1) : 25-35

[5] El-Bahey S,Bruneau M. Bridge piers with structural fuses and bi-steel columns. II: analytical investigation [J].Journal of Bridge Engineering,2012,17( 1) : 36-46

[6] 纪晓东,王彦栋,马琦峰,等. 可更换钢连梁抗震性能试验研究[J]. 建筑结构学报,2015,36( 10) : 1-10( Ji Xiaodong, Wang Yandong, Ma Qifeng, et al.Experimental study on seismic behavior of replaceable steel coupling beams[J]. Journal of Building Structures,2015,36( 10) : 1-10 ( in Chinese) )

[7] 纪晓东,马琦峰,王彦栋,等. 钢连梁可更换消能梁段抗震性能试验研究[J]. 建筑结构学报,2014,35( 6) :1-11 ( Ji Xiaodong,Ma Qifeng,Wang Yandong,et al.Cyclic tests of replaceable shear links in steel coupling beams[J]. Journal of Building Structures,2014,35( 6) :1-11( in Chinese) )

[8] 吕西林,陈云,蒋欢军. 可更换连梁保险丝抗震性能试验研究[J]. 同济大学学报: 自然科学版,2013,41( 9 ) : 1318-1325,1332 ( Lv Xilin,Chen Yun,Jiang Huanjun. Experimental study on seismic behavior of“fuse”of replaceable coupling beam[J]. Journal of Tongji University: Natural Science,2013,41( 9) : 1318-1325,1332( in Chinese) )

[9] 吕西林,陈云,蒋欢军. 带可更换连梁的双肢剪力墙抗震性能试验研究[J]. 同济大学学报: 自然科学版,2014,42 ( 2) : 175-182 ( Lv Xilin,Chen Yun,Jiang Huanjun. Experimental study of seismic performance of coupled shear wall structure with replaceable coupling beams[J]. Journal of Tongji University: Natural Science,2014,42( 2) : 175-182 ( in Chinese) )

[10] 吕西林,陈聪. 设置可更换连梁的双筒体混凝土结构振动台试验研究[J]. 建筑结构学报,2017,38( 8) : 45-54( Lv Xilin,Chen Cong. Shaking table tests of double tube concrete structure with replaceable coupling beams[J].Journal of Building Structures,2017,38 ( 8) : 45-54 ( in Chinese) )

[11] 刘其舟,蒋欢军. 新型可更换墙脚部件剪力墙设计方法及分析[J]. 同济大学学报: 自然科学版,2016,44( 1) :37-44 ( Liu Qizhou,Jiang Huanjun. Design method of new type of reinforced concrete shear wall with replaceable corner components and its analysis[J]. Journal of Tongji University: Natural Science,2016,44 ( 1 ) : 37-44 ( in Chinese) )

[12] 韩强,贾振雷,何维利,等. 自复位双柱式摇摆桥梁抗震设计方法及工程应用[J]. 中国公路学报,2017,30( 12) : 169-177 ( Han Qiang,Jia Zhenlei,He Weili,et al.Seismic design method and its engineering application of self-centering double-column rocking bridge [J]. China Journal of Highway and Transport,2017,30 ( 12) : 169-177 ( in Chinese) )

[13] Shen Y,Christopoulos C,Mansour N,et al. Seismic design and performance of steel moment-resisting Frames with nonlinear replaceable links [J]. Journal of Structural Engineering,2011,137( 10) : 1107-1117

[14] Calado L,Proen? a J M,Espinha M,et al. Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames[J]. Journal of Constructional Steel Research,2013,85: 151-162

[15] Khador M,Chan T. Cyclic behaviour of external diaphragm joint to CHS column with built-in replaceable links[J].Steel Construction,2016,9( 4) : 331-338

[16] Oh S H,Kim Y J,Ryu H S. Seismic performance of steel  tructures with slit dampers[J]. Engineering Structures,2009,31( 9) : 1997-2008

[17] 邵铁峰,陈以一. 采用耗能角钢连接的部件可更换梁试验研究[J]. 建筑结构学报,2016,37( 7) : 38-45 ( Shao Tiefeng,Chen Yiyi. Experimental study on steel H-beams with replaceable energy dissipation angle[J]. Journal of Building Structures,2016,37( 7) : 38-45( in Chinese) )

[18] 郭志鹏,张爱林,刘学春,等. 装配式钢框架节点带Z字形悬臂梁段和削弱梁段连接的抗震性能研究[J]. 建筑结构学报,2017,38( 6) : 43-52 ( Guo Zhipeng,Zhang Ailin, Liu Xuechun, et al. Seismic behavior of prefabricated steel frame connection with Z-shaped cantilever beam and reduced beam section[J]. Journal of Building Structures,2017,38( 6) : 43-52( in Chinese) 

[19] Chi H,Liu J. Seismic behavior of post-tensioned column base for steel self-centering moment resisting frame[J].Journal of Constructional Steel Research, 2012, 78:117-130

[20] Freddi F,Dimopoulos C A,Karavasilis T L. Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation [J]. Earthquake Engineering & Structural Dynamics, 2017, 46 ( 14 ) :2281-2300

[21] 王先铁,林麟珲,陈蜂梅,等. 外张拉式自复位方钢管混凝土柱脚的受力性能和设计方法研究[J].西安建筑科技大学学报: 自然科学版,2017,49 ( 6) : 812-819( Wang Xiantie,Lin Linhui,Chen Fengmei,et al. Study on structural performance and design method of external tensioned type self-centering concrete filled square steel tubular column base[J]. Journal of Xi’an University of Architecture and Technology: Natural Science Edition,2017,49( 6) : 812-819( in Chinese) )

[22] 刘阳,郭子雄,吕英婷,等. 采用改进纵筋连接的足尺装配式钢筋混凝土柱抗震性能试验研究[J]. 建筑结构学报,2017,38( 11) : 101-110 ( Liu Yang,Guo Zixiong,Lu Yingting,et al. Experimental study on seismic behavior of full-scale PRC columns with new mechanical splice technique for longitudinal reinforcement[J]. Journal of Building Structures,2017, 38 ( 11 ) : 101-110 ( in Chinese) )

=====以下做个简单分析======

因为本人极度懒惰,所以这里只分析第一条和最后一条引文([1]和[22])。这里不涉及对论文本身的学术水平的评价,只作如下判断:我认为,这两条引文是有可能被替换为其它文献的。但必须强调我不是结构工程出身,以下仅是我胡说八道,对了纯属意外,错了绝对正常。

事实上从[1]到[21]都是正文之前的文献综述,大致模式是:本文要研究某个问题,在相关领域中,文[1]研究过什么问题……文[21]研究过什么问题。引文[1]的具体引用是:

“美国学者Fortney 和Shahrooz 等[1]最早提出在联肢剪力墙结构中设置可更换“保险丝”实现钢连梁的震损可替换,并开展相关试验研究。”

请注意,本文的题目是可更换组合“柱”,这里引个联肢剪力“墙”。当然并不能说完全不合适,毕竟墙和柱都是结构的重要部分,而且引文[1]占了个“最早……震损可替换”。但我个人认为这条引文并非绝对必要,而是可被替换为其它引文的。引文[2]-[21]几乎类似。至于引文[22],

“我国《建筑抗震试验规程》规定以荷载-变形滞回曲线所对应的等效黏滞阻尼系数ζeq来辅助评价试件的耗能能力[22]”

这一条引文,我第一反应是可能引用的是《建筑抗震试验规程》,而实际的引文已经在上面列出来过了。当然,不排除引文[22]比《建筑抗震试验规程》的原文在一些具体问题上的讨论更充分的可能。

其实引文中明显还有别的问题,但这里不方便公开说了。大家自己有心的话能看出来。



http://blog.sciencenet.cn/blog-282560-1243545.html

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