1 |
Rodriguez, M. and Diaz, C. (1989), "The Mexico Earthquake of September 19, 1985. Analysis of the Seismic Performance of a Medium Rise, Waffle Flat Plate Building", Earthq. Spectra, 5(1), 25-40. https://doi.org/10.1193/1.1585509.
DOI
|
2 |
Seismic Provisions (1997), Seismic provisions for the design of building structures (in Japanese), The Building Center of Japan; Tokyo, Japan.
|
3 |
Akiyama, H. (1985), Earthquake Resistant Limit-State Design for Buildings (English version), University of Tokyo Press, Tokyo, Japan.
|
4 |
Akiyama, H. (1999), Earthquake-resistant design method for buildings based on energy balance (in Japanese), Gidoho Shuppan Co., Tokyo, Japan.
|
5 |
Connor, J.J. (2003), Introduction to Structural Motion Control, Prentice Hall, New Jersey, USA.
|
6 |
Bagheri, B., Oh, S.H. and Shin, S.H. (2018), "Distribution of optimum yield-strength and plastic strain energy prediction of hysteretic dampers in coupled shear wall buildings" Int. J. Steel Struct., 18(4), 1107-1124. https://doi.org/10.1007/s13296-018-0098-7.
DOI
|
7 |
Benavent-Climent, A., Escobedo, A., Donaire-Avila, J., Oliver-Saiz, E. and Ramirez-Marquez, A.L. (2014), "Assessment of expected damage on buildings subjected to Lorca earthquake through an energy-based seismic index method and nonlinear dynamic response analyses" Bull. Earthq. Eng., 12(5), 2049-2073. https://doi.org/10.1007/s10518-013-9513-9.
DOI
|
8 |
Building Standard Law (2009), The Building Standard Law of Japan, Building Research Institute; Tokyo, Japan.
|
9 |
Campbell, K.W. and Bozorgnia, Y. (2007), "Campbell-Bozorgnia NGA ground motion relations for the geometric mean horizontalcomponent of peak and spectral ground motion parameters", Research Report No. 2007/02; Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.
|
10 |
Cheng, Y., Lucchini, A. and Mollaioli, F. (2014), "Proposal of new ground-motion prediction equations for elastic input energy spectra", Earthq. Struct., 7(4), 485-510. http://dx.doi.org/10.12989/eas.2014.7.4.485.
DOI
|
11 |
Cosenza, E. and Manfredi, G. (2000), "Damage indices and damage measures", Prog. Struct. Eng. Mater., 2(1), 50-59. https://doi.org/10.1002/(SICI)1528-2716(200001/03)2:1<50::AID-PSE7>3.0.CO;2-S
DOI
|
12 |
Deguchi, Y., Kawashima, T., Yamanari, M. and Ogawa, K. (2008), "Sesimic design load distribution in steel frame", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
13 |
Eurocode 8 (2005), Design of structures for earthquake resistance, Part 3: Assessment and retrofitting of buildings, European Committe for Standardization; Brussels, Belgium.
|
14 |
Donaire-Avila, J., Lucchini, A., Benavent-Climent, A. and Mollaioli, F. (2018), "New Approach for the Optimal Yield-Force Coefficient Distribution in the Seismic Design of Buildings", Proceedings of the 16th European Conference on Earthquake Engineering, Thessaloniki, Greece, June.
|
15 |
Donaire-Avila, J. and Benavent-Climent, A. (2020), "Optimum strength distribution for structures with metallic dampers subjected to seismic loading", Metals, 10(1), 1-27. https://doi.org/10.3390/met10010127.
DOI
|
16 |
Eurocode 8 (2004), Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, European Committe for Standardization; Brussels, Belgium.
|
17 |
Fardis, M. (2014), "From Performance and Displacement-Based Assessment of Existing Buildings per EN1998-3 to Design of New Concrete Structures in fib MC2010", Perspectives on European Earthquake Engineering and Seismology, Geotechnical, Geological and Earthquake Engineering, Springer, London, UK.
|
18 |
Housner, G.W. (1956), "Limit Design of Structures to Resist Earthquakes", Proceedings of the 1st WCEE, California, USA, June.
|
19 |
Kato, B. and Akiyama, H. (1977), "Earthquake resistant design for steel buildings", Proceedings of the 6th World Conference on Earthquake Engineering, New Delhi, India, January.
|
20 |
Kobori, T. and Miani, R. (1970), "On the optimum asismic design data for multi-story structures based on the elasto-plastic earthquake response", Proceedings of the 3rd European Symposium on Earthquake Engineering, Sofia, Bulgaria, September.
|
21 |
Oh, S.H. and Jeon, J. (2017), "A Study on Optimum Distribution of Story Shear Force Coefficient for Seismic Design of Multi-story Structure", Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile, January. https://doi.org/10.21022/IJHRB.2014.3.2.121.
|
22 |
Kuntz, G. L. and Browning, J. A. (2003), "Reduction of column yielding during earthquakes for reinforced concrete frames", ACI Struct. J., 100(5), 573-580. http://hdl.handle.net/1808/23379.
|
23 |
Lucchini, A., Franchin, P. and Mollaioli, F. (2017), "Uniform hazard floor acceleration spectra for linear structures", Earthq. Eng. Struct. Dyn., 46(7), 1121-1140. https://doi.org/10.1002/eqe.2847.
DOI
|
24 |
Manfredi, G., Polese, M. and Cosenza, E. (2003), "Cumulative demand of the earthquake ground motions in the near source" Eng. Struct. Dyn., 32(12), 1853-1865. https://doi.org/10.1002/eqe.305.
DOI
|
25 |
Meli, R. and Avila, J.A. (1989), "The Mexico Earthquake of September 19, 1985 - Analysis of Building Response", Earthq. Spectra, 5(1), 1-17. https://doi.org/10.1193/1.1585506.
DOI
|
26 |
Michael, R., Torczon, V. and Trosset, M.W. (2000), "Direct search methods: then and now", J. Comput. Appl. Math., 124, 191-207. https://doi.org/10.1016/S0377-0427(00)00423-4.
DOI
|
27 |
OpenSees. (2018), Open system for earthquake engineering simulation (V.2.5.0). Open source software, Pacific Earthquake Engineering Research Center, University of California: Berkeley, California, USA.
|