By Syed Tanvir Wasti (auth.), S. Tanvir Wasti, Guney Ozcebe (eds.)
The current quantity includes a overall of 23 papers concentrated at the examine region of Seismic overview and Rehabilitation of present structures. This topic additionally types the center of undertaking SfP977231, subsidized through the NATO technology for Peace workplace and supported via the clinical and Technical learn Council of Turkey [ TUBIT AK ]. every one of these papers have been awarded through the authors at a NATO technology for Peace Workshop held in Izmir on thirteen - 14 might, 2003 and replicate part of their newest paintings performed in the common confines of the identify of the NATO undertaking. center East Technical collage, Ankara, Turkey serves because the hub of venture SfP977231 and coordinates examine below the venture with universities inside Turkey, e. g. Istanbul Technical collage and Kocaeli collage, and with associate associations in Greece and the previous Yugoslav Republic of Macedonia: a number of articles have additionally been contributed via invited specialists, who're all famous researchers within the box. Altogether, the contents of the amount take care of an enormous array of difficulties in Seismic evaluate and Rehabilitation and canopy quite a lot of attainable ideas, ideas and recommendations. it truly is meant to the touch upon lots of those features individually lower than. Earthquakes represent in all likelihood the main commonly unfold and likewise the main feared of common risks. contemporary earthquakes in the first six months of 2003, comparable to the Bingol Earthquake in Turkey and the Algerian earthquake, have triggered either dying and critical harm to property.
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6 0,4 1. / ". 0 ,. 0 V "" "'I V" 1£ , II/ Orfft ~tIo, ,. "", , , """ / ~I ~ Cyde4 Slope approximating cracked section stiffness --.......... 0 ~. 0 a / t Orlft ~tJo, 96 , ~ /" . 5 Period. sec. 0 -t->" " - - - - - - r - - - - - - - . s...... 2 Period. sec. A. Sozen 27 APPENDIX A REPORT ON DRIFT COMMITTEE ON SPECIAL STRUCTURES STRUCTURAL ENGINEERS ASSOCIATION OF SOUTHERN CALIFORNIA This committee met with the staff of the Building Division of the Department of Building and Safety on Friday evening, February 27, 1959.
REFERENCES 1. A. Yakut, V. Aydogan, G. Ozcebe and M. S. Yucemen, Preliminary Seismic Vulnerability Assessment of Existing Reinforced Concrete Buildings in Turkey -Part II: Inclusion of Site Characteristics, NATO Workshop, 2003. 2. Yucemen, M. , Ozcebe, G. and Pay, A. , Prediction of Potential Damage due to Severe Earthquakes, submitted to Structural Safety for possible publication, in review. 3. , Estimation of Earthquake Losses to Buildings, Earthquake Spectra, EERI, vol. 703-720, California, 1997.
8%. 26% for frames encasing brittle glass windows. 5%. 67 for properly detailed frames. D3 Similarly to what was done in the VA Code, the ATC-3 Model Code recommended a force-reduction factor of 7 for shear in reinforced concrete frames and an amplification factor of 6 for deflection. 5 for steel frames. 25% otherwise. A. 7 sec and by 2% for frames with higher periods. 004V( ~: if (~: » 3, otherwise F, ~ O. Fi , Fx = Lateral force at level i, x Wi, Wx = Lateral force at level i, x hn. h. 7 sec = Lateral force at level i, x Wi, Wx = Lateral force at level i, x hn.