Evaluation of 2D concentrically braced frames with cylindrical dampers subjected to near-field earthquake ground motions

Author:

Mirtaheri M.,Salkhordeh M.,S. Kolbadi S. M.,Mirzaeefard H.,Razzaghian M. R., , , , ,

Publisher

CMV Verlag

Reference24 articles.

1. [1] Zafarani Hamid; Noorzd Asadollah & Bargi Khosro (2006) (Generation Of Near-Field Ground Motions In Tehran From Future Large Earthquake In The Alborz Seismic Zone) First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC)Geneva, Switzerland.

2. [2] Khaloo Ali R. & Khosravi Horr (2006) (Studying Shear and Flexural Response of Buildings to Pulse like Ground Motion in Near-Field Earthquakes) First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC) Geneva, Switzerland.

3. Numerical and experimental study of hysteretic behavior of cylindrical friction dampers

4. [4] S. Mazzoni, F. McKenna, M.H. Scott, G.L. Fenves, B. Jeremic. (2004) (OpenSees Command Language Manual).

5. Response of Friction Damped Braced Frames

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