Structural Engineering and Mechanics

  • 제44권6호
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  • Pages.763-774
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
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
⟨ 이전 논문 다음 논문 ⟩

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
  3. Masonry infill construction and retrofit technique for the infill-frame interaction mitigation: Test results vol.132, 2017, https://doi.org/10.1016/j.engstruct.2016.11.053
  4. Unbonded brickwork for the protection of infills from seismic damage vol.131, 2017, https://doi.org/10.1016/j.engstruct.2016.10.027
  5. Effect of ferrocement infill on the strength and behavior of RCC frames under reverse cyclic loading vol.151, 2017, https://doi.org/10.1016/j.engstruct.2017.08.031
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  7. Experimental study of masonry infill reinforced concrete frames with and without corner openings vol.57, pp.4, 2016, https://doi.org/10.12989/sem.2016.57.4.641
  8. Innovative seismic isolation of masonry infills using cellular materials at the interface with the surrounding RC frames vol.155, 2018, https://doi.org/10.1016/j.engstruct.2017.11.025
  9. Seismic infill–frame interaction of masonry walls partitioned with horizontal sliding joints: analysis and simplified modeling 2017, https://doi.org/10.1080/13632469.2017.1387195
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  14. Innovative Seismic Isolation of Masonry Infills in Steel Frames using Cellular Materials at the Frame-Infill Interface pp.1559-808X, 2020, https://doi.org/10.1080/13632469.2018.1478347
  15. Seismic Performance of a New Type of Fabricated Tie-Column vol.10, pp.6, 2018, https://doi.org/10.3390/su10061716
  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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  24. Experimental and numerical investigation of new flexible connection elements between infill walls-RC frames vol.296, pp.None, 2021, https://doi.org/10.1016/j.conbuildmat.2021.123605
  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