1 |
Ajrab, J.J., Pekcan, G. and Mander, J.B. (2004), "Rocking wallframe structures with supplemental tendon systems", J. Struct. Eng., 130(6), 895-903.
DOI
|
2 |
ASCE (2010), Minimum Design Loads for Buildings and Other Structures, ASCE Standard ASCE/SEI 7-05, American Society of Civil Engineers, Reston, Virginia.
|
3 |
ATC (2004), Engineering demand parameters for non-structural components, Report No. ATC-58, Applied Technology Council, Redwood City, CA.
|
4 |
Eatherton, M.R. and Hajjar, J.F. (2010), "Large-scale cyclic and hybrid simulation testing and development of a controlledrocking steel building system with replaceable fuses", Ph.D. Dissertation, Illinois at Urbana-Champaign University, Champaign, IL.
|
5 |
Eatherton, M.R., Ma, X., Krawinkler, H., Mar, D., Billington, S., Hajjar, J.F. and Deierlein, G.G. (2014), "Design concepts for controlled rocking of self-centering steel-braced frames", J. Struct. Eng., 140(11), 195-203.
|
6 |
Francesco, S., Palermo, A. and Pampanin, S. (2015), "Quasi-static cyclic testing of two-thirds scale unbonded posttensioned rocking dissipative timber walls", J. Struct. Eng., 142(4), E4015005.
|
7 |
Hall, K.S., Eatherton, M. and Hajjar, J.F. (2010), "Nonlinear behavior of controlled rocking steel-framed building systems with replaceable energy dissipating fuses", Rep. No. NSEL-026, Newmark Structural Engineering Laboratory Report Series, Urbana, IL.
|
8 |
FEMA (2009), Quantification of Building Seismic Performance Factors, Report No. FEMA P695, Federal Emergency Management Agency, Washington, DC.
|
9 |
Grigorian, C. and Grigorian, M. (2015), "Performance control and efficient design of rocking-wall moment frames", J. Struct. Eng., 142(2), 04015139.
|
10 |
Gupta, A. and Krawinkler, H. (1999), "Seismic demands for the performance evaluation of steel moment resisting frame structures", Ph.D. Dissertation, Stanford University, Stanford, California.
|
11 |
Housner, G.W. (1963), "The behavior of inverted pendulum structures during earthquakes", Bull. Seism. Soc. Am., 53(2), 403-417.
|
12 |
IBC, I. (2006), International building code, International Code Council, Inc. (formerly BOCA, ICBO and SBCCI), 4051, 60478-65795.
|
13 |
ITG ACI (2009), Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall, Report No. ACI ITG-5.2-09, American Concrete Institute, Farmington Hills, MI.
|
14 |
Rahgozar, N., Moghadam, A.S., Rahgozar, N. and Aziminejad, A. (2016), "Inelastic displacement ratios of fully self-centering controlled rocking systems subjected to near-source pulse-like ground motions", Eng. Struct., 108(1), 113-133.
DOI
|
15 |
Iwashita, K., Kimura, H., Kasuga, Y. and Suzuki, N. (2002), "Shaking table test of a steel frame allowing uplift", J. Struct. Constr. Eng., 1(561), 47-54.
|
16 |
Ma, X., Borchers, E., Pena, A., Krawinkler, H. and Deierlein, G. (2010), "Design and behavior of steel shear plates with openings as energy-dissipating fuses", Report, No. 173, John A. Blume Earthquake Engineering Center Technical, USA.
|
17 |
Ma, X. (2011), "Seismic design and behavior of self-centering braced frame with and energy-dissipating fuses", Ph.D. Dissertation, Stanford University, Stanford, USA.
|
18 |
OpenSees (2011), Open System for Earthquake Engineering Simulation, Pacific Earthquake Engineering research Center, University of California.
|
19 |
Rahgozar, N., Moghadam, A.S., Rahgozar, N. and Aziminejad, A. (2016), "Performance evaluation of self-centring steel-braced frame", Proc. Inst. Civ. Eng. Struct. Build., 1-14, doi: 10.1680/jstbu.15.00136.
DOI
|
20 |
Rahgozar, N., Moghadam, A.S. and Aziminejad, A. (2016), "Quantification of seismic performance factors for selfcentering controlled rocking special concentrically braced frame", Struct. Des. Tall Spec. Build., 25(14), 700-723.
DOI
|
21 |
Roke, D., Sause, R., Ricles, J.M., Seo, C. and Lee, K. (2006), "Self-centering seismic-resistant steel concentrically-braced frames", Proceedings of the 8th US National Conference on Earthquake Engineering, EERI, San Francisco, April, 18-22.
|
22 |
Somerville, P.G., Smith, N.F., Graves, R.W. and Abrahamson, N.A. (1997), "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity", Seismol. Res. Lett., 68(1), 199-222.
DOI
|
23 |
Walsh, K.Q. and Kurama, Y.C. (2012), "Effects of loading conditions on the behavior of unbounded post-tensioning strand-anchorage systems", PCI J., 57(1), 76-96.
DOI
|
24 |
Toranzo, L.A., Restrepo, J.I., Mander, J.B. and Carr, A.J. (2009), "Shake-table tests of confined-masonry rocking walls with supplementary hysteretic damping", J. Earthq. Eng., 13(6), 882-898.
DOI
|
25 |
Uriz, P. and Mahin, S.A. (2004), "Seismic vulnerability assessment of concentrically braced steel frames", Int. J. Steel Struct., 4(4), 239-248.
|