Fire Testing of an Earthquake Damaged RC Frame

被引:0
|
作者
Bhargava, P. [2 ]
Sharma, U. K. [2 ]
Singh, Y. [2 ]
Singh, B. [2 ]
Usmani, A. [1 ]
Torero, J. [1 ]
Gillie, M. [1 ]
Pankaj [1 ]
May, I.
Manohar, C. S. [3 ]
机构
[1] Univ Edinburgh, Sch Engn, Edinburgh EH9 3JF, Midlothian, Scotland
[2] Indian Inst Technol, Dept Civil Engn, Roorkee 247667, Uttar Pradesh, India
[3] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
来源
STRUCTURES IN FIRE: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE | 2010年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fires are a relatively likely event consequent to earthquakes in urban locations and in general are an integral part of the emergency response strategies focused on life safety in most developed economies. Similarly building regulations in most countries require engineers to consider the effect of seismic and fire loading on the structures to provide an adequate level of resistance to these hazards, however only on a separate basis. To the authors knowledge there are no current regulations that require buildings to consider these hazards in a sequential manner to quantify the compound loading and design for the required resistance. It is accepted that in many cases this may not be feasible or even desirable, but on the other hand there will be many high value structures where it would be economically and technically sensible to provide such resistance. This paper will describe a collaborative project currently underway involving two universities in India (IIT Roorkee and IISc) and the University of Edinburgh to investigate the Fire resistance of earthquake damaged RC structures.
引用
收藏
页码:231 / +
页数:2
相关论文
共 50 条
  • [21] Earthquake Retrofitting of "Soft-Story" RC Frame Structures with RC Infills
    Manos, George C.
    Katakalos, Konstantinos
    Soulis, Vassilios
    Melidis, Lazaros
    APPLIED SCIENCES-BASEL, 2022, 12 (22):
  • [22] Determination of the degradation level in fire-damaged RC constructions
    Dufka, A.
    Khestl, F.
    FRACTURE MECHANICS OF CONCRETE AND CONCRETE STRUCTURES, VOLS 1-3: VOL 1: NEW TRENDS IN FRACTURE MECHANICS OF CONCRETE; VOL 2: DESIGN, ASSESSMENT AND RETROFITTING OF RC STRUCTURES; VOL 3: HIGH-PERFORMANCE CONCRETE, BRICK-MASONRY AND ENVIRONMENTAL ASPECTS, 2007, 1-3 : 1767 - 1771
  • [23] Study and experiment of fire damaged RC beams retrofitted with CFRP
    Tian, MG
    Zou, YS
    Yi, WJ
    Xu, ZS
    Ouyang, ZY
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL 4, PTS A and B, 2004, 4 : 1536 - 1541
  • [24] CASE STUDY OF FIRE DAMAGED INDUSTRIAL STRUCTURE AND AN EXPERIMENTAL INVESTIGATION ON STRUCTURAL PERFORMANCE OF FIRE DAMAGED RETROFITTED RC BEAMS
    Rathod, J.D.
    Chauhan, Pradip S.
    Anghan, Vinay R.
    Indian Concrete Journal, 2022, 96 (03): : 51 - 58
  • [25] Prediction of fragility deterioration of earthquake-damaged RC structure based on damaged section analysis
    Ma, Juntao
    Wang, Guoxin
    STRUCTURES, 2022, 45 : 83 - 98
  • [26] Push-Down Analysis of RC Frame Structure with Damaged Column
    Seo, Soo-yeon
    Kim, Jeong-hun
    Yeon, Jae-yeong
    Park, Hyung-joo
    Choi, Ki-bong
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 1286 - 1289
  • [27] Seismic response estimation method for earthquake-damaged RC buildings
    Choi, Ho
    Sanada, Yasushi
    Kashiwa, Hisatoshi
    Watanabe, Yasuhiro
    Tanjung, Jafril
    Jiang, Huanjun
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2016, 45 (06): : 999 - 1018
  • [28] Analysis of the damage mechanism of a typical RC frame in Wenchuan Earthquake
    Lin, Xuchuan
    Pan, Peng
    Ye, Lieping
    Lu, Xinzheng
    Zhao, Shichun
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2009, 42 (05): : 13 - 20
  • [29] Cyclic behaviour of earthquake- and corrosion-damaged RC columns
    Li, Xian
    Zhao, Ze-Hua
    Liang, Yan-Shuo
    Lv, Heng-Lin
    MAGAZINE OF CONCRETE RESEARCH, 2016, 68 (22) : 1166 - 1182
  • [30] Repairing and strengthening of earthquake-damaged RC beams with CFRP strips
    Tanarslan, H. Murat
    MAGAZINE OF CONCRETE RESEARCH, 2010, 62 (05) : 365 - 378