1 |
Armouti, N.S. (2013), "Effect of dampers on seismic demand of short period structures in soft sites", Res. J. Appl. Sci., Eng. Technol., 5(6), 2203-2211.
|
2 |
Asgarian, B. and Amirhesari, N. (2008), "Comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion", Struct. Des. Tall Spec. Build., 17(2), 367-386.
DOI
|
3 |
Barroso, L.R., Breneman, S.E. and Smith, H.A. (2002), "Performance evaluation of controlled steel frames under multilevel seismic loads", J. Struct. Eng., ASCE, 128(11), 1368-1378.
DOI
|
4 |
Bitaraf, M., Hurlebaus, S. and Barraso, L.R. (2012), "Active and semi-active control for undamaged and damaged building structures under seismic load", Comput. Aid. Civ. Infrastruct. Eng., 27(1), 48-64.
DOI
|
5 |
Chandra, R., Masand, M., Nandi, S., Tripathi, C.P., Pall, R. and Pall, A. (2000), "Friction-Dampers for seismic control of La Gardenia towers south city, Gurgaon, India", 12th World Conference on Earthquake Engineering, Aukland, New Zealand, Paper No. 2008.
|
6 |
CSI (2009), CSI Analysis Reference Manual for SAP2000, ETABS and SAFE, Computers and Structures, Inc., Berkeley, CA, USA.
|
7 |
FEMA-273 (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC.
|
8 |
FEMA-356 (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington DC.
|
9 |
FEMA-450 (2003), Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Federal Emergency Management Agency, Washington DC.
|
10 |
Gerb geselischaft fur isolierung mbH and CO KG (1978), "Vibration Isolation systems", 13407 Berlin 51, Roedmallee, 174-176.
|
11 |
Gu, Q., Zona, A., Peng, Y. and Dall'Asta, A. (2014), "Effect of buckling-restrained brace model parameters on seismic structural response", J. Constr. Steel Res., 98, 100-113.
DOI
|
12 |
Jain, A.K., Hanson, R.D. and Goel, S.C. (1980), "Hysteretic cycles of axially loaded steel members", J. Struct. Div., ASCE, 106(8), 1777-1795.
|
13 |
Kumar, G.R., Kumar, S.R.S. and Kalyanaraman, V. (2007), "Behaviour of frames with non-buckling bracings under earthquake loading", J. Constr. Steel Res., 63(2), 254-262.
DOI
|
14 |
Kiggins, S. and Uang, C.M. (2006), "Reduction residual drift of buckling-restrained braced frames as dual system", Eng. Struct., 28(11), 1525-1532.
DOI
|
15 |
Kim, J. and Choi, H. (2005), "Response modification factors of chevron-braced frames", Eng. Struct., 27(2), 285-300.
DOI
|
16 |
Krawinkler, H. and Gupta, A. (1998), "Story drift demands for steel moment frame structures in different seismic regions", Proceedings of the 6th National Conference on Earthquake Engineering, Seattle, USA.
|
17 |
Langenbach, R. and Kelley, J. (1991), "Soft energy dissipating design for the seismic strengthening of masonry infill frame midrise buildings: The Woodrow Hotel, Oakland", Conference on the Seismic Strengthening of Historic Buildings Proceedings, San Francisco, USA.
|
18 |
Madhekar, S.N. and Jangid, R.S. (2009), "Variable dampers for earthquake protection of benchmark highway bridges", Smart Mater. Struct., 18(11), 1-18.
|
19 |
Malhorta, A., Carson, D., Gopal, P., Braimah, A., Di-Giovanni, G. and Pall, R. (2004), "Friction dampers for seismic upgrade of st. Vincent hospital, Ottawa", Proceeding of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 1952.
|
20 |
Martinelli, L., Mulas, M.G. and Perotti, F. (1998), "The seismic behavior of steel moment resisting frames with stiffening braces", Eng. Struct., 20(12), 1045-1062.
DOI
|
21 |
Marshall, J.D. and Charney, F.A. (2009), "Dynamic response of steel moment-frame structures with hybrid passive control system", Conference on Improving the Seismic Performance of Existing Buildings and other Structures, ATC and SEI 2009, San Francisco, California, USA.
|
22 |
PEER (2011), Users manual for the PEER Ground motion database application.
|
23 |
Nagarajaiah, S. and Narasimhan, S. (2007), "Seismic control of smart base isolated buildings with new semiactive variable damper earthquake", Earthq. Eng. Struct. Dyn., 36(6), 729-749.
DOI
|
24 |
Potty, N.S. and Nambissan, S. (2008), "Seismic retrofit of elevated steel water tanks", International Conference on Construction and Building Technology, Kuala Lumpur, Malaysia.
|
25 |
Qiang, X. (2005), "State of the art of buckling-restrained braces in Asia", J. Constr. Steel Res., 61(6), 727-748.
DOI
|
26 |
Rai, D.C. and Goel, S.C. (2003), "Seismic evaluation and upgrading of chevron braced frames", J. Constr. Steel Res., 59(8), 971-994.
DOI
|
27 |
SEAOC (1999), Recommended Lateral Force Requirements and Commentary, Structural Engineers Association of California, Sacramento, California.
|
28 |
TEC-2007 (2007), Turkish Earthquake Code, Regulations on structures constructed in disaster regions. Ankara: Ministry of Public Works and Settlement. (in Turkish)
|
29 |
Teran-Gilmore, A. and Ruiz-Garcia, J. (2011), "Comparative seismic performance of steel frames retrofitted with buckling-restrained braces through the application of force-Base and Displacement-Based approaches", Soil Dyn. Earthq. Eng., 31(3), 478-490.
DOI
|
30 |
Termblay, R., Bolduc, P., Neville, R. and DeVall, R. (2006), "Seismic testing and performance of bucklingrestrained bracing systems", Can. J. Civ. Eng., 33(2), 183-198.
DOI
|
31 |
Tezcan, S.S. and Uluca, O. (2003), "Reduction of earthquake response of plane frame buildings by viscoelastic dampers", Eng. Struct., 25(14), 1755-1761.
DOI
|
32 |
Zhao, J., Wu, B., Li, W. and Ou, J. (2014), "Local buckling behavior of steel angle core members in buckling-restrained braces: Cyclic tests, theoretical analysis, and design recommendations", Eng. Struct., 66, 129-145.
DOI
|
33 |
Uniform Building Code (1997), International Conference of Building Officials, Whittier, California.
|
34 |
Yang, C.S.W., DesRoches, R. and Leon, R.T. (2010), "Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices", Eng. Struct., 32(2), 498-507.
DOI
|