1 |
ASCE 7-10 (2010), Minimum Design Loads for Buildings and Other Structures; American Society of Civil Engineers, Reston, VA, USA.
|
2 |
AISC 341-10 (2010), Seismic Provisions for Steel Structural Buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
3 |
AISC 360-10 (2010), Specification for Structural Steel Buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
4 |
Akbas, B. and Shen, J. (2002), "Energy approach in performancebased earthquake-resistant design", Proceedings of the 12th European Conference on Earthquake Engineering, London, England, September.
|
5 |
Akbas, B., Shen, J. and Hao, H. (2001), "Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective", The Structural Design of Tall Buildings, 10(3), 193-217.
DOI
|
6 |
Akbas, B., Shen, J. and Temiz, H. (2006), "Identifying the hysteretic energy demand and distribution in regular steel frames", Steel Compos. Struct., Int. J., 6(6), 479-491.
DOI
|
7 |
Akiyama, H. (1985), Earthquake-Resistant Limit-State Design for Buildings, University of Tokyo Press.
|
8 |
Benavent-Climent, A. and Zahran, R. (2010), "Seismic evaluation of existing rc frames with wide beams using an energy-based approach", Earthq. Struct., Int. J., 1(1), pp.93-108.
DOI
|
9 |
Bojorquez, E., Reyes-Salazar, A., Teran-Gilmore, A. and Ruiz, S.E. (2010), "Energy-based damage index for steel structures", Steel Compos. Struct., Int. J., 10(4), 331-348.
DOI
|
10 |
Bojorquez, E., Astorg, L., Reyes-Salazar, A., Teran-Gilmore, A., Velazquez, J., Bojorquez, J. and Rivera, L. (2015), "Prediction of hysteretic energy demands in steel frames using vectorvalued IMs", Steel Compos. Struct., Int. J., 19(3), 697-711.
DOI
|
11 |
Chopra, A.K. (2010), Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall, Inc., NJ, USA.
|
12 |
Choi, H. and Kim, J. (2009), "Evaluation of seismic energy demand and its application on design of buckling-restrained braced frames", Struct. Eng. Mech., Int. J., 31(1), pp.93-112.
DOI
|
13 |
Fajfar, P. and Vidic, T. (1994), "Consistent inelastic design spectra: hysteretic and input energy", J. Earthq. Eng. Struct. Dyn., 23(5), 523-537.
DOI
|
14 |
Fajfar, P., Vidic, T. and Fischinger, M. (1991), "On the energy input into structures", Proceeedings of the Pacific Conference on Earthquake Engineering, Auckland, New Zealand, November, Volume 1, pp. 81-92.
|
15 |
Guan, M., Hna, D., Du, H. and Wang, X. (2011), "A study on dissipation of cumulative hysteretic energy in reinforced concrete frame structures", Adv. Mater. Res., 163-167, 4301-4308.
|
16 |
Habibi, A., Chan, R.W.K. and Albemani, F. (2013), "Energy-based design method for seismic retrofitting with passive energy dissipation systems", Eng. Struct., 46, 77-86.
DOI
|
17 |
Housner, G.W. (1956), "Limit design of structures to resist earthquakes", Proceedings of the 1st World Conference on Earthquake Engineering, Berkeley, CA, USA, June, 5-1-5-13.
|
18 |
PEER Database (2014), Pacific Earthquake Engineering Research Center; 325 Davis Hall, University of California, Berkeley, CA, USA. URL: Peer.berkeley.edu/peer_ground_motion_database
|
19 |
Manoukas, G.E., Athanatopoulou, A.M. and Avramidis, I.E. (2014), "Multimode pushover analysis based on energyequivalent sdof systems", Struct. Eng. Mech., Int. J., 51(4), 531-546.
DOI
|
20 |
Paolacci, F. (2015), "An energy-based design for seismic resistant structures with viscoelastic dampers", Earthq. Struct., Int. J., 4(2), 219-239.
|
21 |
PERFORM-3D (2011), Nonlinear Analysis and Performance Assessment for 3D Structures Software; Version 5. URL: https://www.csiamerica.com/products/perform-3d
|
22 |
Shen, J. and Akbas, B. (1999), "Seismic energy demand in steel moment frames", J. Earthq. Eng., 3(4), 519-559.
DOI
|
23 |
Shen, J., Hao, H. and Akbas, B. (2000), Hysteresis Energy in Moment Frames, Engineering Science of Structures, A Special Volume Honoring Sidney A. Guralnick; Illinois Institute of Technology, pp. 112-138.
|
24 |
Shen, J., Sabol, T.A., Akbas, B. and Sutchiewcharn, N. (2010), "Seismic demand on column splices in steel moment frames", Eng. J., AISC, 47(4th quarter), 223-240.
|
25 |
Uang, C.M. and Bertero, V.V. (1988), "Use of energy as a design criterion in earthquake-resistant design", 1988 UBC/EERC Report n. 88/18.
|
26 |
Ye, L., Chen, G. and Qu, Z. (2009), "Study on energy-based seismic design method and the application for steel braced frame structures", Proceedings of the 6th International Conference on Urban Earthquake Engineering, Tokyo, Japan, March.
|
27 |
Zhang, H.D. and Wang, Y.F. (2012), "Energy-based numerical evaluation for seismic performance of a high-rise steel building", Steel Compos. Struct., Int. J., 13(6), 501-519.
DOI
|