1 |
ATC (1995), Structural response modification factors, ATC-19 Report, Applied Technology Council, Redwood City, California.
|
2 |
Bertero, R.D. and Bertero, V.V. (1998), "Redundancy in earthquake-resistant design: How to define it and quantify its effects.", Proceedings of 6th U.S. National Conference on Earthquake Engineering, CD.
|
3 |
Bertero, R.D. and Bertero, V.V. (1999), "Redundancy in earthquake-resistant design", J. Struct. Eng., ASCE, 125(1), 81-88.
DOI
|
4 |
BHRC (2000), Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800-05, 2nd edition, Building and Housing Research Center, Tehran.
|
5 |
BHRC (2005), Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No.2800-05, 3rd edition, Building and Housing Research Center, Tehran.
|
6 |
Biondini, F., Frangopol. D.M. and Restelli, S. (2008), "On structural robustness, redundancy and static indeterminacy", Proceedings of the 2008 ASCE-SEI Structures Congress, Vancouver.
|
7 |
Fallah, A.A., Sarvghad-Moghadam, A. and Mohammadzadeh, S. (2009), "Reliability index for reinforced concrete frames using nonlinear pushover and dynamic analysis", Int. J. Adv. Struct. Eng., 1(2), 135-151.
|
8 |
Fallah, A.A., Sarvghad-Moghadam, A. and Massumi, A. (2009), "A nonlinear dynamic based redundancy index for reinforced concrete frames", J. Appl. Sci., 9(6), 1065-1073.
DOI
|
9 |
FEMA356 (2000), Prestandard and commentary for Seismic Rehabilitation of Buildings, Federal Emergency Management Agency.
|
10 |
Gollwitzer, S. and Rackwitz, R. (1990), "On the reliability of Daniels systems", Struct. Saf., 7(2-4), 229-243.
DOI
|
11 |
Hendavi, S. and Frangopol, D.M. (1994), "System reliability and redundancy in structural design and evaluation", J. Struct. Saf., 16(1), 47-71.
DOI
|
12 |
Husain, M. and Tsopelas, P. (2004), "Measures of structural redundancy in reinforced concrete buildings. I: Redundancy Indices", J. Struct. Eng., ASCE, 130(11), 1651-1658.
DOI
|
13 |
Husain, M. and Tsopelas, P. (2004), "Measures of structural redundancy in reinforced concrete buildings. II: redundancy response modification factor RR", J. Struct. Eng., ASCE, 130(11), 1659-1666.
DOI
|
14 |
IBC 2000 (1998), International Building Code, Inter.Code Council, Falls Church, Final Draft, VA.
|
15 |
Massumi, A., Tasnimi, A.A. and Saatcioglu, M. (2004), "Prediction of seismic over-strength of concrete moment resisting frames using incremental static and dynamic analyses", Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
|
16 |
Liao, K.W. and Wen, Y.K. (2004), "Redundancy in steel moment frame systems under seismic excitation", Department of civil and environmental engineering, University of Illinois at Urbana-Champaign Illinois.
|
17 |
Marhadi, K. and Venkataraman, S. (2009), "Surrogate measures to optimize structures for robust and predictable progressive failure", Struct. Multidiscip. Optimiz., 39(3), 245-261.
DOI
|
18 |
Massumi, A. and Tasnimi, A.A. (2006), "Estimation of response modification factors for RC moment resisting frames", Building and Housing Research Center (BHRC), Publication No.: R-436, Tehran, Iran.
|
19 |
Mirenda, E. and Bertero, V.V. (1994), "Evaluation of strength reduction factors for earthquake-resistant design", Earthq. Spectra, 10(2), 357-379.
DOI
|
20 |
Moses, F. (1974), "Reliability of structural systems", J. Struct. Div., ASCE, 100(ST9), 1813-1820.
|
21 |
Okasha, N.M. and Frangopol, D.M. (2010), "Time-variant redundancy of structural systems", J. Struct. Infrastruct. Eng., 6(1-2), 279-301.
DOI
|
22 |
Park, R. (1989), "Evaluation of ductility of structures and structural assemblages from laboratory testing", Bull. NZ. Natl. Soc. Earthq. Eng., 22(3), 155-166.
|
23 |
SAP2000 Version 14.2.0 (2010), A computer program for integrated finite element analysis and design of structures, University of California, Berkeley.
|
24 |
Yoshihiro, K. and Yakov, B.H. (2011), "Redundancy and robustness, or when is redundancy redundant?" J. Struct. Eng., ASCE, 137(9), 935-945.
DOI
ScienceOn
|
25 |
Song, S.H. and Wen, Y.K. (2000), "Structural redundancy of dual and steel moment frame systems under Seismic Excitation", A Report on a Research Project Sponsored by the National Science Foundation (Under Grant NSF EEC-97-01785), University of Illinois at Urbana, Illinois.
|
26 |
Uang, C.M. (1991), "Establishing R and Cd factors for building seismic provisions", J. Struct. Eng., 117(1), 19-28.
DOI
|
27 |
Wen, Y.K. and Song, S.H. (2003), "Structural reliability/redundancy under earthquakes", J. Struct. Eng., ASCE, 12(1), 56-66.
|
28 |
ATC (1995), A critical review of current approaches to earthquake-resistant design, ATC-34 Report, Applied Technology Council, Redwood City, California.
|