1 |
Agrawal, A.K. (1999), "Non-linear response of light equipment system in a torsional building to bi-directional ground excitation" , Shock Vib., 6(5), 223-236.
DOI
|
2 |
Agrawal, A.K. and Datta, T. (1999a), "Seismic behavior of a secondary system on a yielding torsionally coupled primary system", J. Seismol. Earthq. Eng., 2(1), 35-46.
|
3 |
Agrawal, A.K. and Datta, T. (1999b), "Seismic response of a secondary system attached to a torsionally coupled primary system under bi-directional ground motion", J. Earthq. Technol. ISET, 36(1), 27-42.
|
4 |
Aldeka, A.B., Chan, A.H.C. and Dirar, S. (2014), "Response of non-structural components mounted on irregular RC buildings: comparison between FE and EC8 predictions", Earthq. Struct., 6(4), 351-373.
DOI
|
5 |
Chandler, A. and Hutchinson, G. (1986), "Torsional coupling effects in the earthquake response of asymmetric buildings", Eng. Struct., 8(4), 222-236.
DOI
|
6 |
Chaudhuri, S.R. and Villaverde, R. (2008), "Effect of building nonlinearity on seismic response of nonstructural components: a parametric study", J. Struct. Eng., ASCE, 134(4), 661-670.
DOI
|
7 |
De la Llera, J.C. and Chopra, A.K. (1994a), "Evaluation of code accidental-torsion provisions from building records", J. Struct. Eng., ASCE, 120(2), 597-616.
DOI
|
8 |
De la Llera, J.C. and Chopra, A.K. (1994b), Accidental and natural torsion in earthquake response and design of buildings, Earthquake Engineering Research Center, University of California, Berkeley, USA.
|
9 |
EC1 (2002), EN 1991-1-1 Eurocode 1, Actions on structures, Part 1-1: General actions - Densities, selfweight, imposed loads for buildings, European Committee for Standardization, Brussels, Belgium.
|
10 |
EC2 (2004), EN 1992-1-1 Eurocode 2, Design of concrete structures, Part 1-1: General rules and rules for buildings, European Committee for Standardization, Brussels, Belgium.
|
11 |
EC8 (2004), EN 1998-1 Eurocode 8, Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, European Committee for Standardization, Brussels, Belgium.
|
12 |
ESD European Strong motion Database, http://www.isesd.cv.ic.ac.uk/.
|
13 |
Fajfar, P., Marusic, D. and Perus, I. (2005), "Torsional effects in the pushover-based seismic analysis of buildings", J. Earthq. Eng., 9(6), 831-854.
DOI
|
14 |
Graves, H. and Morante, R. (2006), Recommendations for revision of seismic damping values in Regulatory Guide 1.61, U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, Washington.
|
15 |
Hart, G.C., Lew, M. and DiJulio, R.M. (1975), "Torsional response of high-rise buildings", J. Struct. Div., 101(2), 397-416.
|
16 |
Mander, J., Priestley, M.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., ASCE, 114(8), 1804-1826.
DOI
|
17 |
Iervolino, I., Maddaloni, G. and Cosenza, E. (2009), "A note on selection of time-histories for seismic analysis of bridges in Eurocode 8", J. Earthq. Eng., 13, 1125-1152.
DOI
|
18 |
Iervolino, I., Galasso, C. and Cosenza, E. (2010), "REXEL: computer aided record selection for code-based seismic structural analysis", Bull. Earthq. Eng., 8(2), 339-362.
DOI
|
19 |
Kreslin, M. and Fajfar, P. (2010), "Seismic evaluation of an existing complex RC building", Bull. Earthq. Eng., 8(2), 363-385.
DOI
|
20 |
Menegotto, M. and Pinto, P.E. (1973), "Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending", Symposium on the Resistance and Ultimate Deformability of Structures acted on by well defined loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland.
|
21 |
MIDAS Gen (2012), Analysis manual, version 3.1, http://www.MidasUser.com/.
|
22 |
Mohammed, H.H., Ghobarah, A. and Aziz, T.S. (2008), "Seismic response of secondary systems supported by torsionally yielding structures", J. Earthq. Eng., 12(6), 932-952.
DOI
|
23 |
Oropeza, M., Favez, P. and Lestuzzi, P. (2010), "Seismic response of nonstructural components in case of nonlinear structures based on floor response spectra method", Bull. Earthq. Eng., 8(2), 387-400.
DOI
|
24 |
Paz, M. (1994), International handbook of earthquake engineering codes, programs, and examples, Springer.
|
25 |
Yang, Y.B. and Huang, W.H. (1993), "Seismic response of light equipment in torsional buildings", Earthq. Eng. Struct. Dyn., 22(2), 113-128.
DOI
|
26 |
Sackman, J.L. and Kelly, J.M. (1979), "Seismic analysis of internal equipment and components in structures", Eng. Struct., 1(4), 179-190.
DOI
|
27 |
Seismosoft (2009), SeismoMatch version 2.1, http://www.seismosoft.com/.
|
28 |
Stefano, D.M. and Pintucchi, B. (2010), "Predicting torsion-induced lateral displacements for pushover analysis: influence of torsional system characteristics", Earthq. Eng. Struct. Dyn., 39(12), 1369-1394.
DOI
|
29 |
Yang, Y.B. and Huang, W.H. (1998), "Equipment-structure interaction considering the effect of torsion and base isolation", Earthq. Eng. Struct. Dyn., 27(2), 155-171.
DOI
|