1 |
SAP, C. (1998), "Integrated finite element analysis and design of structures". SAP2000 Manual, Version 7.0.
|
2 |
Takewaki, I. (2009), "Building control with passive dampers", John Wiley and Sons, Singapore.
|
3 |
Vamvatsikos, D. and Aschheim, M.A. (2016), "Performance-based seismic design via yield frequency spectra", Earthq. Eng. Struct. Dyn., 45(11), 1759-1778.
DOI
|
4 |
Lopez, S., Ayala, A.G. and Adam, C. (2015), "A novel displacement-based seismic design method for framed structures considering p-delta induced dynamic instability", Bull. Earthq. Eng., 13(4), 1227-1247. https://doi.org/10.1007/s10518-014-9688-8.
DOI
|
5 |
Lopez-Garcia, D. (2001), "A simple method for the design of optimal damper configurations in MDOF structures", Earthq. Spectra, 17(3), 387-398. https://doi.org/10.1193%2F1.1586180.
DOI
|
6 |
Lopez-Garcia, D. and Soong, T.T. (2002), "Efficiency of a simple approach to damper allocation in MDOF structures", J. Struct. Control, 9(1), 19-30. https://doi.org/10.1002/stc.3.
DOI
|
7 |
NTCS-17 (2017), "Complementary technical standards for earthquake design in Regulation of Constructions of the Federal District, (in Spanish)", Official Gazette of the City of Mexico, Mexico.
|
8 |
Veletsos A.S. and Ventura, C.E. (1986), "Modal analysis of non-classically damped linear systems", Earthq. Eng. Struct. Dyn., 14(2), 217-243. https://doi.org/10.1002/eqe.4290140205.
DOI
|
9 |
Panagiotakos, T.B. and Fardis, M.N. (1999). "Deformation-controlled earthquake-resistant design of RC buildings", J. Earthq. Engineering., 3(4), 495-518.
|
10 |
Pekcan, G., Mander, J.B. and Chen, S.S. (1999), "Design and Retrofit Methodology for Building Structures with Supplemental Energy Dissipating Systems", Technical Report MCEER-99-0021. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo N.Y. U.S.A.
|
11 |
Hwang, J.S. and Huang, Y. (2003), "Seismic design of structures with viscous dampers", Int. Training Programs for Seismic Des. Build. Struct., 1112, 217-234.
|
12 |
Hwang, J.S. and Huang, Y. (2005), "Seismic design of structures with viscous dampers", Int. Training Programs Seismic Des. Build. Struct., 1112, 40-53.
|
13 |
Hwang, J.S., Lin, W.C. and Wu, N.J. (2013), "Comparison of distribution methods for viscous damping coefficients to buildings", Struct. Infrastruct. Eng., 9(1), 28-41. https://doi.org/10.1080/15732479.2010.513713.
|
14 |
Katsanos, E.I. and Vamvatsikos, D. (2017), "Yield frequency spectra and seismic design of code-compatible RC structures: an illustrative example", Earthq. Eng. Struct. Dyn., 46(11), 1727-1745. https://doi.org/10.1002/eqe.2877.
DOI
|
15 |
Landi, L., Conti, F. and Diotallevi, P.P. (2015), "Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular rc frames", Eng. Struct., 100(1), 79-93. https://doi.org/10.1016/j.engstruct.2015.05.031.
DOI
|
16 |
Ayala, A.G., Castellanos, H. and Lopez, S. (2012), "A displacement-based seismic design method with damage control for rc buildings", Earthq. Struct., 3(3), 413-434.
DOI
|
17 |
Lavan, O. and Levy, R. (2009), "Simple iterative use of Lyapunov's solution for the linear optimal seismic design of passive devices in framed buildings", J. Earthq. Eng., 13(5), 650-666. https://doi.org/10.1080/13632460902837736.
DOI
|
18 |
Lenza, P., Ghersi, A., Marino, E.M. and Pellecchia, M. (2017), "A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures", Earthq. Struct., 12(3), 271-284. https://doi.org/10.12989/eas.2017.12.3.271.
DOI
|
19 |
Levy, R. and Lavan, O. (2006), "Fully stressed design of passive controllers in framed structures for seismic loadings", Struct. Multidisc. Optim., 32(6), 485-498. https://doi.org/10.1007/s00158-005-05r58-5.
DOI
|
20 |
ASCE/SEI 7-10 (2010), "Minimum design loads for buildings and other structures", Amer. Soc. Civil Eng., Reston, Virginia, U.S.A.
|
21 |
Constantinou, M.C. and Symans, M.D. (1992), "Experimental and analytical investigation of seismic response of structures with supplemental fluid viscous dampers", Technical Report NCEER-92-0032. National Center for Earthquake Engineering Research, State University of New York at Buffalo.
|
22 |
Huang, X. (2018), "Evaluation of genetic algorithms for the optimum distribution of viscous dampers in steel frames under strong earthquakes", Earthq. Struct., 14(3), 215-227.
DOI
|
23 |
Priestley, M., Calvi, G. and Kowalsky, M. (2007), "Displacement-based seismic design of structures", IUSS Press, Pavia, Italy. ISBN: 8885701051.
|
24 |
Ramirez, O.M., Constantinou M.C., Kircher C.A., Whittaker A.S., Johnson M.W., Gomez J.D. and Chrysostomou C.Z. (2000), "Development and evaluation of simplified procedures for analysis and design of buildings with passive energy dissipation systems". Technical report, State University of New York at Buffalo, Buffalo N.Y.
|