Page 284 - Advanced Design Examples of Seismic Retrofit of Structures

Example of a Steel Frame Building With Masonry Infill Walls Chapter 4 277

[2] Building and Housing Research Center. Iranian Code for Evaluation and Rehabilitation of
Infilled Frame Buildings (ICERIFB) (Code 398), Tehran, Iran, 2016.
[3] L. Hermanns, A. Fraile, E. Alarco ´n, R. A ´ lvarez, Performance of buildings with masonry infill
walls during the 2011 Lorca earthquake, Bull. Earthq. Eng. 12 (5) (2014) 1977–1997.
[4] I ˙ .H. Cagˇatay, Failure of an industrial building during a recent earthquake in Turkey, Eng. Fail.
¸
Anal. 12 (4) (2005) 497–507.
[5] H.A. Moghaddam, P.J. Dowling, The State of the Art in Infilled Frames, Imperial College of
Science and Technology, Civil Engineering Department, London, 1987.
[6] A.K. Chopra, Dynamics of Structures-Theory and Applications to Earthquake Engineering,
third ed., Prentice Hall, New Jersey, 2007.
[7] A.A. Tasnimi, A. Mohebkhah, Investigation on the behavior of brick-infilled steel frames with
openings, experimental and analytical approaches, Eng. Struct. 33 (3) (2011) 968–980.
[8] E. Yuksel, H. Ozkaynak, O. Buyukozturk, C. Yalcin, A.A. Dindar, M. Surmeli, D. Tastan, Per-
formance of alternative CFRP retrofitting schemes used in infilled RC frames, Constr. Build.
Mater. 24 (4) (2010) 596–609.
[9] ASCE. 2010. Minimum Design Loads for Buildings and Other Structures.
[10] Management and Planning Organization Office of Deputy for Technical Affairs. Instruction
for Seismic Rehabilitation of Existing Buildings (No. 360), Iran (in Persian), 2014.
[11] Management and Planning Organization Office of Deputy for Technical Affairs. Seismic
Rehabilitation of Existing Unreinforced Masonry Buildings, No. 376, 2007.
[12] AISC Committee, Specification for Structural Steel Buildings (ANSI/AISC 360-10),
American Institute of Steel Construction, Chicago-Illinois, 2010.
[12a] M. Mohammadi, M. Shavandi, Seismic retrofit plan of a typical high school building, The
report to Organization for Development, Renovation and Equipping Schools of IR, DRES,
Iran, 2012 (in Persian).
[13] Building and Housing Research Center. Iranian Code of Practice for Seismic Resistant Design
of Buildings (Standard 2800). Fourth Revision, Iran (in Persian).
[14] MHUD. Iranian National Building Code, Part 6: Loading, Iran, 2014.
[15] Karami R (1991), The Mechanical Properties of Cradle-Type Connections, M.Sc. Thesis, Sha-
rif University of Technology, Tehran, Iran.
[16] H. Moghaddam, Earthquake Engineering; Theory and Application, third ed., Mahdi Publica-
tions, Tehran, Iran, 2006.
[17] M. Yekrangnia, M. Mohammadi, A new strut model for solid masonry infills in steel frames,
Eng. Struct. 135 (2017) 222–235.
[18] W.W. El-Dakhakhni, M. Elgaaly, A.A. Hamid, Three-strut model for concrete masonry-
infilled steel frames, J. Struct. Eng. 129 (2) (2003) 177–185.
[19] A. Dehghani, G. Fischer, F.N. Alahi, Strengthening masonry infill panels using engineered
cementitious composites, Mater. Struct. 48 (1–2) (2015) 185–204.
[20] Technical & Supervising Deputy Seismic Rehabilitation Office, Organization for Develop-
ment, Renovation and Equipping Schools of Iran. Practical Instruction for Shotcrete in Seismic
Rehabilitation of Schools (No. 10289/2-3016), 2010.
[21] Technical & Supervising Deputy, Bureau of Schools Seismic Rehabilitation, Organization for
Development, Renovation and Equipping Schools of Iran. Practical Instruction for Shotcrete
Connection in Seismic Rehabilitation of Schools (NO. 10289/2-13613), 2011.
[22] Office of Deputy for Strategic Supervision Department of Technical Affairs. The Code of
Practice for Design Specification Manufacturing and Construction of 3D Panel Structures
(Code 385) (First Revision), Tehran, Iran, 2013.
[23] MHUD. Iranian National Building Code; Part 10: Steel Buildings, 2014.