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QUASI-STATIC TESTING OF ONE-BAY TWO-STOREY R/C FRAMES

Yıl 2011, Cilt: 3 Sayı: 1, 66 - 71, 15.01.2011

Öz

The first tests on infilled frames at METU Structural Mechanics Laboratory were conducted at 1970’s. In 1986, second experimental research program was initiated in which test frames were infilled with cast-in-place reinforced concrete (RC) infills. Third experimental research program was initiated jointly with Boğaziçi University in 1994. However, the introduction of cast-in-place reinforced concrete infill walls were not suitable for strengthening of the existing building stock, since it involved messy construction works and requires evacuation. With the financial support of NATO, a new experimental research program was initiated in 2001, to develop such innovative non-evacuation retrofitting techniques, suitable for the most common type of building structures in the region. For years, one-bay two-storey specimens, called “twin frames”, were tested in the laboratory. In these tests, the specimens were tested horizontally. This set-up had been developed with the rather modest facilities available in the laboratory, and required a lengthy and tedious testing process. Since one of the aims of the study, supported by NATO Project, was to modify the test set-up for one-bay two-storey frames, a new test set-up had been developed to be used for the future studies. In the new test set-up, specimens were tested vertically. These specimens were supposedly identical to the twin frames used in the previous test series. Since experimental study is time consuming and expensive, test specimens were designed and detailed carefully, construction of the test specimens were planned considering all the details, instrumentation were designed considering the main objectives. After the two preliminary tests were conducted, modifications were done and new apparatus were added on the new set-up. In this study, both set-ups, the modifications and added apparatus are explained in details.

Kaynakça

  • [1]. Altin, S., “Strengthening of Reinforced Concrete Frames with ReinforcedConcrete Infills”, A Doctor of Philosophy Thesis in Civil Engineering, Middle East Technical University, Ankara, 1990. [2]. Turk, A. M., “Rehabilitation of Reinforced Concrete Infill Walls”, A Doctor of Philosophy Thesis in Civil Engineering, Bogazici University, Istanbul, 1998. [3]. Sonuvar, M. O., “Hysteretic Response of Reinforced Concrete Frames Repaired By Means of Reinforced Concrete Infills”, A Doctor of Philosophy Thesis in Civil Engineering, Middle East TechnicalUniversity, Ankara, 2001. [4]. Ersoy, U., Özcebe, G., Tankut, T., Turk, M., Sonuvar, M. O., “Behavior of RC Infilled Frames, an Experimental Study”, Proceedings of the 2nd Japan-Turkey Workshop on Earthquake Engineering, Volume 1, Istanbul, Turkey, 1998. [5]. Altin, S., Ersoy, U., Tankut, T., “Seismic Strengthening of Reinforced Concrete Frames with Reinforced Concrete Infills”, Report No. METU/SML-90/01, Ankara, Turkey, June, 1990. [6]. Smith, B.S., “Model Test Results of Vertical and Horizontal Loading of Infilled Specimens”, ACI Journal, August 1968, pp. 618-624 [7]. Baran, M., Duvarci, M., Tankut, T., Ersoy, U., Ozcebe, G., “Occupant Friendly Seismic Retrofit (OFR) of RC Framed Buildings”, Seismic Assessment and Rehabilitation of Existing Buildings Editedby S. Tanvir Wasti and GuneyOzcebe, Nato ScienceSeries, IV. Earth and Environmental Series, Vol. 29,2003, pp.433-456. [8]. Duvarcı, M. “Seismic Strengthening of ReinforcedConcrete Frames with Precast Concrete Panels”, A Master of Science Thesis in Civil Engineering, Middle East Technical University, Ankara, 2003. [9]. Baran, M., Canbay, E., Tankut, T., “Seismic Strengthening with Precast Concrete Panels – Theoretical Approach”, UCTEA, Turkish Chamberof Civil Engineers, Technical Journal, Vol. 21, No.1, January2010, pp. 4959– 4978 [in Turkish].
Yıl 2011, Cilt: 3 Sayı: 1, 66 - 71, 15.01.2011

Öz

Kaynakça

  • [1]. Altin, S., “Strengthening of Reinforced Concrete Frames with ReinforcedConcrete Infills”, A Doctor of Philosophy Thesis in Civil Engineering, Middle East Technical University, Ankara, 1990. [2]. Turk, A. M., “Rehabilitation of Reinforced Concrete Infill Walls”, A Doctor of Philosophy Thesis in Civil Engineering, Bogazici University, Istanbul, 1998. [3]. Sonuvar, M. O., “Hysteretic Response of Reinforced Concrete Frames Repaired By Means of Reinforced Concrete Infills”, A Doctor of Philosophy Thesis in Civil Engineering, Middle East TechnicalUniversity, Ankara, 2001. [4]. Ersoy, U., Özcebe, G., Tankut, T., Turk, M., Sonuvar, M. O., “Behavior of RC Infilled Frames, an Experimental Study”, Proceedings of the 2nd Japan-Turkey Workshop on Earthquake Engineering, Volume 1, Istanbul, Turkey, 1998. [5]. Altin, S., Ersoy, U., Tankut, T., “Seismic Strengthening of Reinforced Concrete Frames with Reinforced Concrete Infills”, Report No. METU/SML-90/01, Ankara, Turkey, June, 1990. [6]. Smith, B.S., “Model Test Results of Vertical and Horizontal Loading of Infilled Specimens”, ACI Journal, August 1968, pp. 618-624 [7]. Baran, M., Duvarci, M., Tankut, T., Ersoy, U., Ozcebe, G., “Occupant Friendly Seismic Retrofit (OFR) of RC Framed Buildings”, Seismic Assessment and Rehabilitation of Existing Buildings Editedby S. Tanvir Wasti and GuneyOzcebe, Nato ScienceSeries, IV. Earth and Environmental Series, Vol. 29,2003, pp.433-456. [8]. Duvarcı, M. “Seismic Strengthening of ReinforcedConcrete Frames with Precast Concrete Panels”, A Master of Science Thesis in Civil Engineering, Middle East Technical University, Ankara, 2003. [9]. Baran, M., Canbay, E., Tankut, T., “Seismic Strengthening with Precast Concrete Panels – Theoretical Approach”, UCTEA, Turkish Chamberof Civil Engineers, Technical Journal, Vol. 21, No.1, January2010, pp. 4959– 4978 [in Turkish].
Toplam 1 adet kaynakça vardır.

Ayrıntılar

Bölüm Makaleler
Yazarlar

Mehmet Baran Bu kişi benim

Tuğrul Tankut Bu kişi benim

Yayımlanma Tarihi 15 Ocak 2011
Gönderilme Tarihi 23 Ekim 2017
Yayımlandığı Sayı Yıl 2011 Cilt: 3 Sayı: 1

Kaynak Göster

APA Baran, M., & Tankut, T. (2011). QUASI-STATIC TESTING OF ONE-BAY TWO-STOREY R/C FRAMES. International Journal of Engineering Research and Development, 3(1), 66-71.
Tüm hakları saklıdır. Kırıkkale Üniversitesi, Mühendislik Fakültesi.