Damages on reinforced concrete buildings due to consecutive earthquakes in Van

被引:64
作者
Ates, Sevket [1 ]
Kahya, Volkan [1 ]
Yurdakul, Muhammet [2 ]
Adanur, Suleyman [1 ]
机构
[1] Karadeniz Tech Univ, Dept Civil Engn, TR-61080 Trabzon, Turkey
[2] Bayburt Univ, Dept Civil Engn, TR-69000 Bayburt, Turkey
关键词
Damage; Reinforced concrete buildings; Van earthquake; MASONRY BUILDINGS; DUCTILITY DEMANDS; TURKEY EARTHQUAKE; 2007; BALA; AUGUST; 17; PERFORMANCE; FRAMES; FAULT; MULTIPLE; BEHAVIOR;
D O I
10.1016/j.soildyn.2013.06.006
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Consecutive earthquakes occurred on October 23rd, 2011 in Ercis and on November 9th, 2011 in Edremit that are townships located 90 km and 18 km far from Van city in Turkey, respectively. A total of 28,000 buildings were damaged or collapsed in the city center and the surrounding villages after the Ercis earthquake. This number reached 35,000 after the Edremit earthquake. In the area where the earthquakes occurred, almost all the reinforced concrete buildings were affected. This study presents field observations of damages on reinforced concrete buildings due to the consecutive earthquakes that occurred in Van, Turkey. Damages appearing in the buildings may occur due to several reasons such as site effect, poor construction quality, poor concrete strength, poor detailing in beam-column joints, detailing of stronger beam than column, soft stories, weak stories, inadequate reinforcement, short lap splices, incorrect end hook angle, and short columns. Aftershocks also caused progressive damages on the buildings within 17 days after the earthquakes. According to the results of this study, most of the damaged buildings were not designed and constructed according to the Turkish earthquake code, the so-called Specification for Buildings to be built in Seismic Zones. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:109 / 118
页数:10
相关论文
共 27 条
[1]   Performance of masonry buildings during the 20 and 27 December 2007 Bala (Ankara) earthquakes in Turkey [J].
Adanur, S. .
NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2010, 10 (12) :2547-2556
[2]   What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey? [J].
Arslan, M. H. ;
Korkmaz, H. H. .
ENGINEERING FAILURE ANALYSIS, 2007, 14 (01) :1-22
[3]  
Bayraktar A, 2012, J PERFORM CONSTR FAC, DOI DOI 10.1061/(A5CE)CF.1943-5509.0000383
[4]   Performance of masonry stone buildings during the March 25 and 28, 2004 Askale (Erzurum) earthquakes in Turkey [J].
Bayraktar, Alemdar ;
Coskun, Nart ;
Yalcin, Ali .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2007, 21 (06) :432-440
[5]   Damages of masonry buildings during the July 2, 2004 Dogubayazit (Agri) earthquake in Turkey [J].
Bayraktar, Alemdar ;
CoSkun, Nart ;
Yalcin, Ali .
ENGINEERING FAILURE ANALYSIS, 2007, 14 (01) :147-157
[6]   Building damage from the Marmara, Turkey earthquake of August 17, 1999 [J].
Bruneau, M .
JOURNAL OF SEISMOLOGY, 2002, 6 (03) :357-377
[7]  
Celep Z., 2011, ENG FAILURE ANAL
[8]   Performance of reinforced concrete buildings during the May 1, 2003 Bingol Earthquake in Turkey [J].
Dogangün, A .
ENGINEERING STRUCTURES, 2004, 26 (06) :841-856
[9]  
Earthquake Engineering Research Center, 2011, 201102 METUEERC
[10]  
Efraimiadou S, 2013, EARTHQUAKE ENG STRUC