Evaluation of the Displacement-Based and the Force-Based Adaptive Pushover Methods in Seismic Response Estimation of Irregular Buildings Considering Torsional Effects
Recent years, adaptive pushover methods have been
developed for seismic analysis of structures. Herein, the accuracy of
the displacement-based adaptive pushover (DAP) method, which is
introduced by Antoniou and Pinho [2004], is evaluated for Irregular
buildings. The results are compared to the force-based procedure.
Both concrete and steel frame structures, asymmetric in plan and
elevation are analyzed and also torsional effects are taking into the
account. These analyses are performed using both near fault and far
fault records. In order to verify the results, the Incremental Dynamic
Analysis (IDA) is performed.
[1] ATC-40, 1996, "Seismic evaluation and retrofit of concrete buildings,"
Applied Technology Council, Volume 1, Redwood City, Calif.
[2] FEMA 356, 2000, "Prestandard and Commentary for the Seismic
Rehabilitation of Buildings," Federal Emergency Management Agency,
Washington, D.C.
[3] Kunnath, S. K., and Kalkan, E. _2004_. "Evaluation of seismic
deformation demands using nonlinear procedures in multistory steel and
concrete moment frames." ISET J. Earthquake Technol., 41_1_, 159-
182.
[4] Chopra, A. K. and Goel, R. K., 2002, "A modal pushover analysis
procedure for estimating seismic demands for buildings," Earthquake
Engineering and Structural Dynamics 31, 561-582.
[5] Kalkan, E., and Kunnath S. K., 2006, "Adaptive Modal Combination
Procedure for Nonlinear Static Analysis of Building Structures," J.
Earthquake Eng., 132(11), 1721-1731.
[6] Antonio, S., and Pinho, R., 2004, "Development and verification of a
displacement-based adaptive pushover procedure," J. Earthquake Eng.,
8(5), 643-661.
[7] Antonio, S., and Pinho, R., 2004, "Advantages and Limitations of
Adaptive and Non-adaptive Force-Based Pushover Procedures" J.
Earthquake Eng., 8(4), 497-522.
[8] Papanikolaou, V. K., and Elnashai, A. S., and Pareja, J. F., "Limits of
Applicability of Conventional and Adaptive Pushover Analysis for
Seismic Response Assessment," Mid-America Earthquake Center, Civil
and Environmental Engineering Department University of Illinois at
Urbana-Champaign.
[9] Freeman, S. A., and Nicoletti, J. P., and Tyrell J.V., 1975, "Evaluations
of existing buildings for seismic risk - A case study of Puget Sound
Naval Shipyard, Bremerton,Washington," Proceedings of the 1st U.S.
National Conference on Earthquake Engineering, p.p.113-122.
[10] Freeman S. A., 1978, "Prediction of response of concrete buildings to
severe earthquake motion," American Concrete Institute, Detroit, Publ.
SP-55, 589-605.
[11] Freeman S. A., 1998, "Development and use of capacity spectrum
method," The 6th US National Conference on Earthquake
Engineering=EERI, Seattle, Washington, Paper No. 269.
[12] Paret, T. F., Sasaki, K. K., Eilbeck, D. H. and Freeman, S. A., 1996,
"Approximate inelastic procedures to identify failure mechanisms from
higher mode effects," Proc. of the Eleventh World Conference on
Earthquake Engineering, Disc 2, Paper No. 966
[13] Moghadam, A. S. and Tso, W. K., 2002, "A pushover procedure for tall
buildings," Proc. of the Twelfth European Conference on Earthquake
Engineering, London, United Kingdom, Paper No. 395.
[14] Bracci, J. M., Kunnath, S. K. and Reinhorn, A. M., 1997, "Seismic
performance and retrofit evaluation of reinforced concrete structures,"
Journal of Structural Engineering 123(1), 3-10.
[15] Lefort, T., 2000, "Advanced pushover analysis of RC multi-storey
buildings," MSc Dissertation, Department of Civil and Environmental
Engineering, Imperial College London, United Kingdom.
[16] Gupta, B. and Kunnath, S. K., 2000, "Adaptive spectra-based pushover
procedure for seismic evaluation of structures," Earthquake Spectra
16(2), 367-391.
[17] Fardis, M.N., 2002, Design of an Irregular Building for the SPEAR
Project - Description of the 3- Storey Structure, University of Patras
[18] Erduran, E., "Assessment of current nonlinear static procedures on the
estimation oftorsional effects in low-rise frame buildings," Engineering
Structures 30 (2008) 2548-2558
[19] FEMA 451, 2006, "NEHRP Recommended Provisions: Design
Examples," Federal Emergency Management Agency, Washington,
D.C.
[20] Ray ChaudhuriS, Villaverde R. Effect of building nonlinearity on
seismic response of nonstructural components: a parametric study.
ASCE Journal of Structural Engineering 2008;134(4):661-70.
[21] Pacific Earthquake Engineering Research Center,
http://peer.berkeley.edu/smcat
[22] OpenSees, (2008), "Open system for earthquake engineering
simulation." (http://opensees.berkeley.edu)
[1] ATC-40, 1996, "Seismic evaluation and retrofit of concrete buildings,"
Applied Technology Council, Volume 1, Redwood City, Calif.
[2] FEMA 356, 2000, "Prestandard and Commentary for the Seismic
Rehabilitation of Buildings," Federal Emergency Management Agency,
Washington, D.C.
[3] Kunnath, S. K., and Kalkan, E. _2004_. "Evaluation of seismic
deformation demands using nonlinear procedures in multistory steel and
concrete moment frames." ISET J. Earthquake Technol., 41_1_, 159-
182.
[4] Chopra, A. K. and Goel, R. K., 2002, "A modal pushover analysis
procedure for estimating seismic demands for buildings," Earthquake
Engineering and Structural Dynamics 31, 561-582.
[5] Kalkan, E., and Kunnath S. K., 2006, "Adaptive Modal Combination
Procedure for Nonlinear Static Analysis of Building Structures," J.
Earthquake Eng., 132(11), 1721-1731.
[6] Antonio, S., and Pinho, R., 2004, "Development and verification of a
displacement-based adaptive pushover procedure," J. Earthquake Eng.,
8(5), 643-661.
[7] Antonio, S., and Pinho, R., 2004, "Advantages and Limitations of
Adaptive and Non-adaptive Force-Based Pushover Procedures" J.
Earthquake Eng., 8(4), 497-522.
[8] Papanikolaou, V. K., and Elnashai, A. S., and Pareja, J. F., "Limits of
Applicability of Conventional and Adaptive Pushover Analysis for
Seismic Response Assessment," Mid-America Earthquake Center, Civil
and Environmental Engineering Department University of Illinois at
Urbana-Champaign.
[9] Freeman, S. A., and Nicoletti, J. P., and Tyrell J.V., 1975, "Evaluations
of existing buildings for seismic risk - A case study of Puget Sound
Naval Shipyard, Bremerton,Washington," Proceedings of the 1st U.S.
National Conference on Earthquake Engineering, p.p.113-122.
[10] Freeman S. A., 1978, "Prediction of response of concrete buildings to
severe earthquake motion," American Concrete Institute, Detroit, Publ.
SP-55, 589-605.
[11] Freeman S. A., 1998, "Development and use of capacity spectrum
method," The 6th US National Conference on Earthquake
Engineering=EERI, Seattle, Washington, Paper No. 269.
[12] Paret, T. F., Sasaki, K. K., Eilbeck, D. H. and Freeman, S. A., 1996,
"Approximate inelastic procedures to identify failure mechanisms from
higher mode effects," Proc. of the Eleventh World Conference on
Earthquake Engineering, Disc 2, Paper No. 966
[13] Moghadam, A. S. and Tso, W. K., 2002, "A pushover procedure for tall
buildings," Proc. of the Twelfth European Conference on Earthquake
Engineering, London, United Kingdom, Paper No. 395.
[14] Bracci, J. M., Kunnath, S. K. and Reinhorn, A. M., 1997, "Seismic
performance and retrofit evaluation of reinforced concrete structures,"
Journal of Structural Engineering 123(1), 3-10.
[15] Lefort, T., 2000, "Advanced pushover analysis of RC multi-storey
buildings," MSc Dissertation, Department of Civil and Environmental
Engineering, Imperial College London, United Kingdom.
[16] Gupta, B. and Kunnath, S. K., 2000, "Adaptive spectra-based pushover
procedure for seismic evaluation of structures," Earthquake Spectra
16(2), 367-391.
[17] Fardis, M.N., 2002, Design of an Irregular Building for the SPEAR
Project - Description of the 3- Storey Structure, University of Patras
[18] Erduran, E., "Assessment of current nonlinear static procedures on the
estimation oftorsional effects in low-rise frame buildings," Engineering
Structures 30 (2008) 2548-2558
[19] FEMA 451, 2006, "NEHRP Recommended Provisions: Design
Examples," Federal Emergency Management Agency, Washington,
D.C.
[20] Ray ChaudhuriS, Villaverde R. Effect of building nonlinearity on
seismic response of nonstructural components: a parametric study.
ASCE Journal of Structural Engineering 2008;134(4):661-70.
[21] Pacific Earthquake Engineering Research Center,
http://peer.berkeley.edu/smcat
[22] OpenSees, (2008), "Open system for earthquake engineering
simulation." (http://opensees.berkeley.edu)
@article{"International Journal of Architectural, Civil and Construction Sciences:50175", author = "R. Abbasnia and F. Mohajeri Nav and S. Zahedifar and A. Tajik", title = "Evaluation of the Displacement-Based and the Force-Based Adaptive Pushover Methods in Seismic Response Estimation of Irregular Buildings Considering Torsional Effects", abstract = "Recent years, adaptive pushover methods have been
developed for seismic analysis of structures. Herein, the accuracy of
the displacement-based adaptive pushover (DAP) method, which is
introduced by Antoniou and Pinho [2004], is evaluated for Irregular
buildings. The results are compared to the force-based procedure.
Both concrete and steel frame structures, asymmetric in plan and
elevation are analyzed and also torsional effects are taking into the
account. These analyses are performed using both near fault and far
fault records. In order to verify the results, the Incremental Dynamic
Analysis (IDA) is performed.", keywords = "Pushover Analysis, DAP, IDA, Torsion.", volume = "4", number = "10", pages = "291-9", }
