DOI QR코드

DOI QR Code

Experimental work on seismic behavior of various types of masonry infilled RC frames

  • Misir, I. Serkan (Department of Civil Engineering, Faculty of Engineering, Dokuz Eylul University) ;
  • Ozcelik, Ozgur (Department of Civil Engineering, Faculty of Engineering, Dokuz Eylul University) ;
  • Girgin, Sadik Can (Department of Civil Engineering, Faculty of Engineering, Dokuz Eylul University) ;
  • Kahraman, Serap (Department of Civil Engineering, Faculty of Engineering, Dokuz Eylul University)
  • 투고 : 2011.12.06
  • 심사 : 2012.11.08
  • 발행 : 2012.12.25

초록

Reinforced concrete frame structures with masonry infill walls constitute the significant portion of the building stock in Turkey. Therefore it is very important to understand the behavior of masonry infill frame structures under earthquake loads. This study presents an experimental work performed on reinforced concrete (RC) frames with different types of masonry infills, namely standard and locked bricks. Earthquake effects are induced on the RC frames by quasi-static tests. Results obtained from different frames are compared with each other through various stiffness, strength, and energy related parameters. It is shown that locked bricks may prove useful in decreasing the problems related to horizontal and vertical irregularities defined in building codes. Moreover tests show that locked brick infills maintain their integrity up to very high drift levels, showing that they may have a potential in reducing injuries and fatalities related to falling hazards during severe ground shakings.

키워드

참고문헌

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피인용 문헌

  1. Parameters affecting the fundamental period of infilled RC frame structures vol.9, pp.5, 2015, https://doi.org/10.12989/eas.2015.9.5.999
  2. Numerical Investigation of the In-Plane Performance of Masonry-Infilled RC Frames with Sliding Subpanels vol.143, pp.2, 2017, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001651
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  16. RCC frames with ferrocement and fiber reinforced concrete infill panels under reverse cyclic loading vol.5, pp.3, 2017, https://doi.org/10.12989/acc.2017.5.3.257
  17. Application of Artificial Neural Networks to the prediction of out-of-plane response of infill walls subjected to shake table vol.21, pp.4, 2012, https://doi.org/10.12989/sss.2018.21.4.521
  18. Experimental Study on the Seismic Performance of a Partition Damped Wall-Filled Frame Structure vol.2019, pp.None, 2012, https://doi.org/10.1155/2019/9108784
  19. Effect of masonry infilled panels on the seismic performance of a R/C frames vol.16, pp.3, 2012, https://doi.org/10.12989/eas.2019.16.3.329
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  25. Performance evaluation of the energy dissipating hysteretic infill wall frame considering opening under in-plane and out-of-plane loading vol.249, pp.None, 2012, https://doi.org/10.1016/j.engstruct.2021.113329