期刊文献+

轻骨料混凝土阻尼试验研究 被引量:3

Study on the Damping Ratio of Light Aggregate Concrete
下载PDF
导出
摘要 用长方体试件采用悬挂自由振动方式来测定轻骨料混凝土的阻尼比,研究了页岩陶粒混凝土阻尼比与强度、响应频率等参数之间的关系,并通过对粗骨料界面进行涂油弱化处理,测试处理前后轻骨料混凝土阻尼比变化情况,为研究混凝土界面与阻尼比之间关系打下了一定的基础. Hanging cuboid specimen and free vibration method was employed to measure the damping ratio of lightweight aggregate concrete.The relationship between damping ratio and some factors,such as compressive strength and response frequency,was studied in this paper.Then the light aggregate was oiled to make the interface weak and the influence to damping ratio was tested.The results are helpful for studying the relationship between damping ratio and concrete interface.
出处 《南华大学学报(自然科学版)》 2007年第3期1-5,共5页 Journal of University of South China:Science and Technology
基金 湖南省自然科学基金资助项目(05JJ40082)
关键词 轻骨料混凝土 界面 弱化处理 阻尼比 light aggregate concrete interface weakened treatment damping ratio
  • 相关文献

参考文献5

二级参考文献15

共引文献70

同被引文献16

  • 1梁超锋,刘铁军,邹笃建,杨秋伟,冯丽.再生混凝土材料阻尼性能研究[J].振动与冲击,2013,32(9):160-164. 被引量:16
  • 2肖建庄,李佳彬,孙振平,郝眩明.再生混凝土的抗压强度研究[J].同济大学学报(自然科学版),2004,32(12):1558-1561. 被引量:299
  • 3刘数华,阎培渝.高性能再生骨料混凝土的性能与微结构[J].硅酸盐学报,2007,35(4):456-460. 被引量:35
  • 4张利华,刘沐宇.高强轻质混凝土连续刚构桥动力特性分析[J].国外建材科技,2007,28(3):36-38. 被引量:1
  • 5Haque M N, Al-Khaiat H, Kayali O. Strength and durability of lightweight concrete[J]. Cement and Concrete Composites, 2004,26 (4) : 307-314.
  • 6J UNG In-hee, YANG Won-ilk, YI Waon-ho. Flexural behavior of high-strength lightweight concrete beam with eco lightweight aggregates[J]. Key Engineering Materials Advances in Fracture and Damage Mechanics VI,2007(348-349) :733-736.
  • 7Waldron Christopher J, Cousins Thomas E, Nassar Adil J. Demonstartion of use of high-performance lightweight concrete in bridge suppersture in Virginia[J]. Journal of Performance of Constructed Facilities, 2005,19 (2) : 146-154.
  • 8Kowalsky Mervyn J. Priestley M J Niqel. Seilble Frieder. Dynamic behavior of light-weight concrete bridges [J]. ACI Structural Journal,2000,97(4):602-618.
  • 9Kappos A J, Manolis G D, Moschonas I F. Seismic assessment and design of R/C bridges with irregular configuration including SSI effects [J]. Engineering Structures,2002(24) :1 337-1 348.
  • 10GB50223-2008建筑抗震设计规范[s].北京:中国建筑工业出版社,2008.

引证文献3

二级引证文献13

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部