[1]黄奕辉,欧阳煜.RC结构火灾后的三维抗震性能研究[J].华侨大学学报(自然科学版),1998,19(2):160-164.[doi:10.11830/ISSN.1000-5013.1998.02.0160]
　Huang Yihui,Ouyan Yu.Three Dimensional Aseismatic Performance of Reinforced Concrete Structure after Fire[J].Journal of Huaqiao University(Natural Science),1998,19(2):160-164.[doi:10.11830/ISSN.1000-5013.1998.02.0160]
点击复制

RC结构火灾后的三维抗震性能研究()
分享到：

《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第19卷
期数:
1998年第2期
页码:
160-164
栏目:
出版日期:
1998-04-20

文章信息/Info

Title:
Three Dimensional Aseismatic Performance of Reinforced Concrete Structure after Fire
作者:
黄奕辉; 欧阳煜
华侨大学土木工程系
Author(s):
Huang Yihui;  Ouyan Yu
关键词:
RC结构;  火灾;  三维抗震分析
Keywords:
reinforced concrete structure;  fire;  three dimensional aseismatic analysis
分类号:
TU375.402
DOI:
10.11830/ISSN.1000-5013.1998.02.0160
摘要:
以结构工程分析中常见的三维空间杆系有限元为基础,利用钢筋混凝土构件(RC)火灾后的截面剩余抗弯刚度统计公式,对火灾后钢筋混凝土空间框架结构进行三维抗震分析.可对灾后结构的剩余整体强度作出诊断,并为加固设计提供依据.
Abstract:
By making use of the statistical formula for sectional residual antiflex rigidity of reinforced concrete member after fire, a three dimensional aseimatic analysis is made on reinforced concrete space frame structure. The method is based on the three dimen

相似文献/References:

[1]陈治平.超声-回弹综合法在受火灾砼结构检测中的应用[J].华侨大学学报(自然科学版),1996,17(1):35.[doi:10.11830/ISSN.1000-5013.1996.01.0035]
　Chen Zhiping.Application of Ultrasonic Flaw-Resilience Method to the Detection of Concrete Structure Damaged by Fire[J].Journal of Huaqiao University(Natural Science),1996,17(2):35.[doi:10.11830/ISSN.1000-5013.1996.01.0035]
[2]黄奕辉.钢筋混凝土框架结构火灾后的地震分析[J].华侨大学学报(自然科学版),1997,18(4):381.[doi:10.11830/ISSN.1000-5013.1997.04.0381]
[3]徐玉野,王全凤,柴振岭.钢筋混凝土柱火灾试验数值模拟的关键技术[J].华侨大学学报(自然科学版),2008,29(4):588.[doi:10.11830/ISSN.1000-5013.2008.04.0588]
　XU Yu-ye,WANG Quan-feng,CHAI Zhen-ling.Key Technologies of Numerical Simulation of Reinforced Concrete Columns in Fire Test[J].Journal of Huaqiao University(Natural Science),2008,29(2):588.[doi:10.11830/ISSN.1000-5013.2008.04.0588]
[4]高轩能,黄文欢,张惠华.薄壁U型钢混凝土梁火灾-结构耦合的ANSYS分析[J].华侨大学学报(自然科学版),2011,32(3):317.[doi:10.11830/ISSN.1000-5013.2011.03.0317]
　GAO Xuan-neng,HUANG Wen-huan,ZHANG Hui-hua.ANSYS Simulation for Fire-Structure Coupling of Thin-Walled U-Section Steel-Concrete Beam[J].Journal of Huaqiao University(Natural Science),2011,32(2):317.[doi:10.11830/ISSN.1000-5013.2011.03.0317]
[5]林燕卿,徐玉野,杨清文,等.火灾后混凝土短柱的滞回性能和损伤评定[J].华侨大学学报(自然科学版),2013,34(5):563.[doi:10.11830/ISSN.1000-5013.2013.05.0563]
　LIN Yan-qing,XU Yu-ye,YANG Qing-wen,et al.Hysteretic Behaviors and Damage Assessment of Concrete Short Columns after Fire[J].Journal of Huaqiao University(Natural Science),2013,34(2):563.[doi:10.11830/ISSN.1000-5013.2013.05.0563]
[6]林碧兰,李丹,徐玉野.三面受火后混凝土短柱受剪承载力的数值计算[J].华侨大学学报(自然科学版),2015,36(预先出版):0.
　LIN Bi-lan,LI Dan,XU Yu-ye.Numerical Calculation for the Shear Strength of Concrete Short Columns after Exposed to 3-Face Heating[J].Journal of Huaqiao University(Natural Science),2015,36(2):0.
[7]林碧兰,李丹,徐玉野.三面受火后混凝土短柱受剪承载力的数值计算[J].华侨大学学报(自然科学版),2014,35(4):437.[doi:10.11830/ISSN.1000-5013.2014.04.0437]
　LIN Bi-lan,LI Dan,XU Yu-ye.Numerical Calculation for the Shear Strength of Concrete Short Columns after 3-Face Heating[J].Journal of Huaqiao University(Natural Science),2014,35(2):437.[doi:10.11830/ISSN.1000-5013.2014.04.0437]
[8]丁楠,罗漪,欧婷茹,等.火灾后外包薄壁钢管加固钢筋混凝土轴压柱力学性能的数值模拟[J].华侨大学学报(自然科学版),2017,38(2):158.[doi:10.11830/ISSN.1000-5013.201702005]
　DING Nan,LUO Yi,OU Tingru,et al.Numerical Simulation on Axial Compression MechanicalProperty of Reinforced Concrete Columns WithWrapped Steel Tube After Fire[J].Journal of Huaqiao University(Natural Science),2017,38(2):158.[doi:10.11830/ISSN.1000-5013.201702005]
[9]郑知航,曾志兴,LIU Angela,等.带连接板的空心板整浇楼面耐火性能分析[J].华侨大学学报(自然科学版),2022,43(5):603.[doi:10.11830/ISSN.1000-5013.202204034]
　ZHENG Zhihang,ZENG Zhixing,LIU Angela,et al.Analysis on Fire Resistance Performance of Hollow-Core Slab Integrated Floor With Link Slab[J].Journal of Huaqiao University(Natural Science),2022,43(2):603.[doi:10.11830/ISSN.1000-5013.202204034]

更新日期/Last Update: 2014-03-22