1 |
Cimellaro, G.P., Reinhorn, A.M., Bruneau, M. and Rutenberg, A. (2006), Multi-Dimensional Fragility of Structures: Formulation and Evaluation, Multidisciplinary Center for Earthquake Engineering Research, MCEER-06-0002.
|
2 |
Computers and Structures, Inc. (CSI) (2015), Structural and Earthquake Engineering Software, ETABS, Extended Three Dimensional Analysis of Building Systems Nonlinear, Version 15.2.2, Berkeley, California, U.S.A.
|
3 |
Seki, M., Katsumata, H., Uchida, H. and Takeda, T. (1988), "Study on earthquake response of two-storied steel frame with Y-shaped braces", Proceedings 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan.
|
4 |
Shayanfar, M., Rezaeian, A. and Taherkhani, S. (2008), "Assessment of the seismic behavior of eccentrically braced frame with double vertical link (DV-EBF)", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
5 |
Shayanfar, M.A., Barkhordari, M.A. and Rezaeian, A.R. (2011), "Experimental study of cyclic behavior of composite vertical link in eccentrically braced frames", Steel Compos. Struct., 12(1), 13-29.
DOI
|
6 |
Shome, N. and Cornell, C.A. (1999), Probabilistic Seismic Demand Analysis of Nonlinear Structures, Reliability of Marine Structures Report No: RMS-35, Civil and Environmental Engineering, Stanford University, U.S.A.
|
7 |
Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514.
DOI
|
8 |
Vetr, M.G., Ghamari, A. and Bouwkamp, J. (2017), "Investigating the nonlinear behavior of eccentrically braced frame with vertical shear links (V-EBF)", J. Build. Eng., 10, 47-59.
DOI
|
9 |
Zareian, F., Krawinkler, H., Ibarra, L. and Lignos, D. (2010), "Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions", Struct. Des. Tall Spec. Build., 19(1-2), 167-181.
DOI
|
10 |
Zahrai, S.M. and Parsa, A. (2015), "Effect of flange width of vertical link beam on cyclic behavior of chevron braced Steel frames", J. Seismol. Earthq. Eng., 17(4), 281-292.
|
11 |
Fanaie, N. and AfsarDizaj, E. (2014) "Response modification factor of the frames braced with reduced yielding segment BRB", Struct. Eng. Mech., 50(1), 1-17.
DOI
|
12 |
Computers and Structures, Inc. (CSI) (2016), Structural and Earthquake Engineering Software, PERFORM-3D Nonlinear Analysis and Performance Assessment for 3-D Structures, Version 6.0.0, Berkeley, California, U.S.A.
|
13 |
Duan, L. and Su, M. (2017), "Seismic testing of high-strength steel eccentrically braced frames with a vertical link", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(11), 874-882.
DOI
|
14 |
Fajfar, P. (2000), "A nonlinear analysis method for performance based seismic design", Earthq. Spectr., 116(3), 573-592.
DOI
|
15 |
Hancock, J., Watson-Lampre, J., Abrahamson, N.A., Bommer, J.J., Markatis, A., McCoy, E. and Mendis, R. (2006) "An improved method of matching response spectra of recorded earthquake ground motion using wavelets", J. Earthq. Eng., 10(spec01), 67-89.
DOI
|
16 |
Massah, S.R. and Dorvar, H. (2014), "Design and analysis of eccentrically braced steel frames with vertical links using shape memory alloys", Smart Mater. Struct., 23(11), 115015.
DOI
|
17 |
Institute of National Building Regulations (2008), Design and Construction of Steel Structures, Topic 10, Ministry of Roads & Urban Development, Iran.
|
18 |
Lia, S.P. and Biggs, J.M. (1980), "Inelastic response spectra for seismic building design", J. Struct. Div., 106(ST6), 1295-1310.
DOI
|
19 |
Lian, M. and Su, M. (2017), "Seismic performance of highstrength steel fabricated eccentrically braced frame with vertical shear link", J. Constr. Steel Res., 137, 262-285.
DOI
|
20 |
Miranda, E. (1991), "Seismic evaluation & upgrading of existing buildings", Ph.D. Dissertation, University of California, Berkeley, U.S.A.
|
21 |
Mohsenian, V. and Mortezaei, A. (2018b), "A new energyabsorbing system for seismic retrofitting of frame structures with slender braces", Bullet. Earthq. Eng., Accepted.
|
22 |
ABAQUS (2014), Version 6.14, ABAQUS User's Manual, SIMULIA World Headquarters, U.S.A.
|
23 |
Ang, A.H.S. and Tang, W.H. (2007), Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering, 2nd Edition, Wiley, University of Michigan, U.S.A.
|
24 |
ASCE/SEI Standard 41-13 (2014), Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, Reston, Virginia, U.S.A.
|
25 |
Moghaddam, H. and KaramiMohammadi, R. (2001), "Ductility reduction factor of MDOF shear-building structures", J. Struct. Eng., 5(3), 425-440.
|
26 |
Mohsenian, V. and Mortezaei, A. (2018a), "Evaluation of seismic reliability and multi level response reduction factor (R factor) for eccentric braced frames with vertical links", Earthq. Struct., 14(6), 537-549.
DOI
|
27 |
Mwafy, A.M. and Elnashai, A.S. (2002), "Calibration of force reduction factors of RC buildings", J. Earthq. Eng., 6(2), 239-273.
DOI
|
28 |
PEER Ground Motion Database, Pacific Earthquake Engineering Research Center.
|
29 |
ATC (1996), Seismic Evaluation of Concrete Buildings, Vol. 1, ATC-40, Applied Technology Council, Redwood, California, U.S.A.
|
30 |
ATC (1995a), Structural Response Modification Factors, ATC-19 Report, Applied Technology Council, Redwood City, California, U.S.A.
|
31 |
Baradaran, M.R., Hamzezarghani, F., RastegariGhiri, M. and Mirsanjari, Z. (2015), "The effect of vertical shear-link in improving the seismic performance of structures with eccentrically bracing systems", Int. J. Civil Environ. Eng., 9(8), 1078-1082.
|
32 |
Bathaei, A. and Zahrai, S.M. (2017), "Investigation of the effects of vertical link beam length on steel structures residual displacement", Modar. Civil Eng. J., 17(3), 47-60.
|
33 |
Beheshti-Aval, S.B., Mohsenian, V. and SadeghKouhestani, H. (2018), "Seismic performance-based assessment of tunnel form buildings subjected to near- and far-fault ground motions", Asian J. Civil Eng., 19(1), 79-92.
DOI
|
34 |
Bertro, V.V. (1989), "Evaluation of response reduction factors recommended by ATC and SEAOC", Proceedings of the 3rd U.S. National Conference on Earthquake Engineering, South Carolina, U.S.A.
|
35 |
Bouwkamp, J., Vetr, M.G. and Ghamari, A. (2016), "An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF)", Case Stud. Struct. Eng., 6, 31-44.
DOI
|
36 |
Sabouri-Ghomi, S. and Saadati, B. (2014), "Numerical modeling of links behavior in eccentric bracings with dual vertical links", Numer. Meth. Civil Eng., 1(1), 14-20.
|
37 |
Permanent Committee for Revising the Standard 2800 (2014), Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition, Building and Housing Research Center, Tehran, Iran.
|
38 |
Rahnavard, R., Hassanipour, A., Suleiman, M. and Mokhtati, A. (2017), "Evaluation on eccentrically braced frame with single and double shear panels", J. Build. Eng., 10, 13-25.
DOI
|
39 |
Daryan, S.A., Bahrampoor, H., Ziaei, M., Golafshar, A. and Assareh, M.A. (2008), "Seismic behavior of vertical shear links made of easy-going steel", Am. J. Eng. Appl. Sci., 1(4), 368-377.
DOI
|
40 |
Santa-Ana, P.A. (2004), "Estimation of strength reduction factors for elastoplastic structures: Modification factors", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, May.
|
41 |
Zahrai, S.M. and MoslehiTabar, A. (2013), "Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation", Can. J. Civil Eng., 40(7), 633-643.
DOI
|
42 |
Whittaker, A., Hart, G. and Rojahn, C. (1999) "Seismic response modification factors", J. Struct. Eng., 125(4), 438-444.
DOI
|
43 |
Zahrai, S.M. and Mahroozadeh, Y. (2010), "Experimental study of using vertical link beam to improve seismic performance of steel buildings", J. Civil Survey. Eng., 44(3), 379-393.
|