Page 207 - Advanced Design Examples of Seismic Retrofit of Structures
P. 207

Example of an RC Building Retrofitted by RC Shear Walls Chapter  3 199


             REFERENCES
             [1] Instruction for Seismic Rehabilitation of Existing Buildings (No. 360) (2014). Management and
                Planning Organization Office of Deputy for Technical Affairs, Iran (in Persian).
             [2] T.L. Saaty, Decision making with the analytic hierarchy process, Int. J. Serv. Sci. 1 (1) (2008)
                83–98.
             [3] A.K. Chopra, Dynamics of Structures-Theory and Applications to Earthquake Engineering,
                third ed., Prentice Hall, New Jersey, 2007.
             [4] Building and Housing Research Center. Iranian Code of Practice for Seismic Resistant Design
                of Buildings (Standard 2800). Fourth Revision, Building and Housing Research Center, Iran (in
                Persian).
             [5] ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-14) and
                Commentary (ACI 318R-14), American Concrete Institute, Farmington Hills, 2014.
             [6] ASCE. 2010. Minimum Design Loads for Buildings and Other Structures. ASCE/SEI Standard
                7-10.
             [7] MHUD. Iranian National Building Code, Part 6: Loading, Iran, 2014.
             [8] ASCE, Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13, American
                Society of Civil Engineers, Reston, VA, 2014.
   202   203   204   205   206   207   208   209   210   211   212