Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge

Mohammad Taghipour; Hesamoldin Yazdi

doi:doi:10.11648/j.ajce.20150305.11

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Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge

Mohammad Taghipour, Hesamoldin Yazdi

Published in American Journal of Civil Engineering (Volume 3, Issue 5)

Received: 12 August 2015 Accepted: 25 August 2015 Published: 5 September 2015

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Abstract

Pushover analysis application development is greatly increased in recent years and numerous advanced methods to evaluate the seismic pushover are provided. Because these methods have been proposed mainly for building structures and given the fundamental differences between the behavior of bridge structures and buildings using pushover methods on the bridge structure with the uncertainties faced. 1. First, the effect of non-linear pushover results (time history) 2. Choose a target displacement due to the finite element model should be examined in order to understand the prediction of the seismic capacity. Thus a pushover analysis is presented for evaluation of seismic bridge pylons and deck where the effects of displacement and deformation of the plastic joints, structural changes in the modal characteristics of change used plastic forms and effects of higher modes can be seen clearly. The method is able to accurately approximate the dynamic response of the nonlinear analysis. Ultimately this method compared with analysis time history.

Published in	American Journal of Civil Engineering (Volume 3, Issue 5)
DOI	10.11648/j.ajce.20150305.11
Page(s)	129-139
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2015. Published by Science Publishing Group

Keywords

Seismic Analysis, Non-linear Static Analysis, Non-linear Dynamic Analysis, Cable Stayed Bridge

References

[1]	S. A. Freeman, J. P. Nicoletti, and J. V. Tyrell, 1975, “Evaluations of Existing Buildings for Seismic Risk – A Case Study of Puget Sound Naval Shipyard, Bremerton, Washington,” Proc. of the First U.S. Nat. Conf. on Earthq. Engng, Oakland,California, pp. 113-122
[2]	P. Fajfar, M. Fischinger, N2 - A method for non-linear seismic analysis of regular buildings. Proc. of the 9th WCEE, August 2-9 Tokyo-Kyoto, Japan, 1988.
[3]	T. J. Sullivan. (2012). Formulation of a Direct Displacement-Based Design Procedure for Steel Eccentrically Braced Frame structures.
[4]	Priestly M. J. N, Kowalsky M. J, Calvi G. M. (2007). Displacment – Based Design Seismic Design of Structures. IUSS. Press:Pavia
[5]	Priestly M. J. N, Kowalsky M. J, Calvi G. M. (2007). Displacment – Based Design Seismic Design Of Structures. IUSS. Press:Pavia
[6]	Goel RK Chopra AK (1998). Period formulas for concrete shear wall building. Journal of Structural Engineering ASCE 124(ST4), 426-433.
[7]	http://peer.berkeley.edu/
[8]	Aprile A, Benedetti A, Grassucci F. Assessment of cracking and collapse for old brick masonry columns. J Struct Eng 2001; 127(12):1427–35.
[9]	Hernلndez-Montes E, Kwon OS, Aschheim M. An energy-based formulation for first and multiple-mode nonlinear static (pushover) analyses. J Earthq Eng 2004; 8(1):69–88.
[10]	Fajfar P. A. nonlinear analysis method for performance-based seismic design. Earthq Spectra 2000.

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APA Style

Mohammad Taghipour, Hesamoldin Yazdi. (2015). Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. American Journal of Civil Engineering, 3(5), 129-139. https://doi.org/10.11648/j.ajce.20150305.11

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ACS Style

Mohammad Taghipour; Hesamoldin Yazdi. Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. Am. J. Civ. Eng. 2015, 3(5), 129-139. doi: 10.11648/j.ajce.20150305.11

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AMA Style

Mohammad Taghipour, Hesamoldin Yazdi. Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. Am J Civ Eng. 2015;3(5):129-139. doi: 10.11648/j.ajce.20150305.11

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@article{10.11648/j.ajce.20150305.11,
  author = {Mohammad Taghipour and Hesamoldin Yazdi},
  title = {Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {5},
  pages = {129-139},
  doi = {10.11648/j.ajce.20150305.11},
  url = {https://doi.org/10.11648/j.ajce.20150305.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150305.11},
  abstract = {Pushover analysis application development is greatly increased in recent years and numerous advanced methods to evaluate the seismic pushover are provided. Because these methods have been proposed mainly for building structures and given the fundamental differences between the behavior of bridge structures and buildings using pushover methods on the bridge structure with the uncertainties faced. 1. First, the effect of non-linear pushover results (time history) 2. Choose a target displacement due to the finite element model should be examined in order to understand the prediction of the seismic capacity. Thus a pushover analysis is presented for evaluation of seismic bridge pylons and deck where the effects of displacement and deformation of the plastic joints, structural changes in the modal characteristics of change used plastic forms and effects of higher modes can be seen clearly. The method is able to accurately approximate the dynamic response of the nonlinear analysis. Ultimately this method compared with analysis time history.},
 year = {2015}
}

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TY  - JOUR
T1  - Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge
AU  - Mohammad Taghipour
AU  - Hesamoldin Yazdi
Y1  - 2015/09/05
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150305.11
DO  - 10.11648/j.ajce.20150305.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 129
EP  - 139
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150305.11
AB  - Pushover analysis application development is greatly increased in recent years and numerous advanced methods to evaluate the seismic pushover are provided. Because these methods have been proposed mainly for building structures and given the fundamental differences between the behavior of bridge structures and buildings using pushover methods on the bridge structure with the uncertainties faced. 1. First, the effect of non-linear pushover results (time history) 2. Choose a target displacement due to the finite element model should be examined in order to understand the prediction of the seismic capacity. Thus a pushover analysis is presented for evaluation of seismic bridge pylons and deck where the effects of displacement and deformation of the plastic joints, structural changes in the modal characteristics of change used plastic forms and effects of higher modes can be seen clearly. The method is able to accurately approximate the dynamic response of the nonlinear analysis. Ultimately this method compared with analysis time history.
VL  - 3
IS  - 5
ER  -

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Author Information

Mohammad Taghipour

Department of Industrial Engineering, Science & Research Branch of Islamic Azad University, Tehran, Iran
Hesamoldin Yazdi

Civil engineering, non-profit institution of higher education, Aba - Abyek, Qazvin, Iran

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Plain Text BibTeX RIS

APA Style

Mohammad Taghipour, Hesamoldin Yazdi. (2015). Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. American Journal of Civil Engineering, 3(5), 129-139. https://doi.org/10.11648/j.ajce.20150305.11

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ACS Style

Mohammad Taghipour; Hesamoldin Yazdi. Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. Am. J. Civ. Eng. 2015, 3(5), 129-139. doi: 10.11648/j.ajce.20150305.11

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AMA Style

Mohammad Taghipour, Hesamoldin Yazdi. Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge. Am J Civ Eng. 2015;3(5):129-139. doi: 10.11648/j.ajce.20150305.11

Copy | Download

@article{10.11648/j.ajce.20150305.11,
  author = {Mohammad Taghipour and Hesamoldin Yazdi},
  title = {Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge},
  journal = {American Journal of Civil Engineering},
  volume = {3},
  number = {5},
  pages = {129-139},
  doi = {10.11648/j.ajce.20150305.11},
  url = {https://doi.org/10.11648/j.ajce.20150305.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20150305.11},
  abstract = {Pushover analysis application development is greatly increased in recent years and numerous advanced methods to evaluate the seismic pushover are provided. Because these methods have been proposed mainly for building structures and given the fundamental differences between the behavior of bridge structures and buildings using pushover methods on the bridge structure with the uncertainties faced. 1. First, the effect of non-linear pushover results (time history) 2. Choose a target displacement due to the finite element model should be examined in order to understand the prediction of the seismic capacity. Thus a pushover analysis is presented for evaluation of seismic bridge pylons and deck where the effects of displacement and deformation of the plastic joints, structural changes in the modal characteristics of change used plastic forms and effects of higher modes can be seen clearly. The method is able to accurately approximate the dynamic response of the nonlinear analysis. Ultimately this method compared with analysis time history.},
 year = {2015}
}

Copy | Download

TY  - JOUR
T1  - Seismic Analysis (Non-linear Static Analysis (Pushover) and Nonlinear Dynamic) on Cable - Stayed Bridge
AU  - Mohammad Taghipour
AU  - Hesamoldin Yazdi
Y1  - 2015/09/05
PY  - 2015
N1  - https://doi.org/10.11648/j.ajce.20150305.11
DO  - 10.11648/j.ajce.20150305.11
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 129
EP  - 139
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20150305.11
AB  - Pushover analysis application development is greatly increased in recent years and numerous advanced methods to evaluate the seismic pushover are provided. Because these methods have been proposed mainly for building structures and given the fundamental differences between the behavior of bridge structures and buildings using pushover methods on the bridge structure with the uncertainties faced. 1. First, the effect of non-linear pushover results (time history) 2. Choose a target displacement due to the finite element model should be examined in order to understand the prediction of the seismic capacity. Thus a pushover analysis is presented for evaluation of seismic bridge pylons and deck where the effects of displacement and deformation of the plastic joints, structural changes in the modal characteristics of change used plastic forms and effects of higher modes can be seen clearly. The method is able to accurately approximate the dynamic response of the nonlinear analysis. Ultimately this method compared with analysis time history.
VL  - 3
IS  - 5
ER  -

Copy | Download