Inelastic Behavior of Steel Buildings in Seismic Zones

Muhammad Tayyab Naqash; Ayed Alluqmani

doi:doi:10.11648/j.aas.20180301.11

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Inelastic Behavior of Steel Buildings in Seismic Zones

Muhammad Tayyab Naqash, Ayed Alluqmani

Published in Advances in Applied Sciences (Volume 3, Issue 1)

Received: 29 November 2017 Accepted: 12 December 2017 Published: 11 January 2018

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Abstract

This paper provides general overview on the design principles of steel structures in Seismic Zones. In particular, seismic design of multi-storey steel structures using limit states (ultimate, serviceability and damageability) and performance based design approach is firstly discussed and the importance of steel structures is consequently highlighted; then, general concepts to be incorporated in the structural design are provided. The well-known adopted lateral load resisting systems (moment resisting and braced frames) are also criticized to highlight the pros and cons of each system. The concept of dissipative and non-dissipative Zones is given for each lateral load resisting system; and therefore aims to give useful information for the engineers and technicians involved in the design of steel structures in the seismic zones.

Published in	Advances in Applied Sciences (Volume 3, Issue 1)
DOI	10.11648/j.aas.20180301.11
Page(s)	1-8
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), 2018. Published by Science Publishing Group

Keywords

Steel Structures, Seismic Design, Moment Resisting Frames, Concentric Braced Frames, Eccentric Braced Frames

References

[1]	R. Jackson, Thirty Seconds at Quetta. The story of an earthquake. [With plates.]: Evans Brothers, 1960.
[2]	Scott M. Adan and R. O. Hamburger. (2010) Steel Special Moment Frames: A Historic Perspective. STRUCTURE. Available: http://www.structuremag.org/Archives/2010-6/C-StructPerf-Adan-June10.pdf
[3]	C. W. Roeder and E. P. Popov, "Inelastic behavior of eccentrically braced steel frames under cyclic loadings," NASA STI/Recon Technical Report N, vol. 78, p. 20375, 1977.
[4]	A. Derecho, et al., "Structural walls in earthquake-resistant buildings: Dynamic analysis of isolated structural walls. Development of design procedure: Design force levels," Final Report Portland Cement Association, Skokie, IL. Construction Technology Labs., vol. 1, 1981.
[5]	S. El-Bahey and M. Bruneau, "Bridge piers with structural fuses and bi-steel columns. II: Analytical investigation," Journal of Bridge Engineering, vol. 17, pp. 36-46, 2011.
[6]	M. Bruneau, et al., Ductile design of steel structures: McGraw-Hill Professional, 1998.
[7]	EN-1998-1, "Eurocode 8, Design of Structures for Earthquake Resistance, Part 1: General rules, seismic actions and rules for buildings," in European Committee for Standardization, CEN, ed. 36 B-1050, Brussels, 2005.
[8]	ASCE/SEI-7-10, "Minimum design loads for buildings and other structures," ed. 1801 Alexander Bell Drive Reston, Virginia 20191: American Society of Civil Engineers, 2010.
[9]	ANSI/AISC-341-10, "Seismic provisions for structural steel buildings," ed. Chicago, Illinois 60601-1802: American Institute of Steel Construction, 2010.
[10]	Scott M. Adan and Ronald O. Hamburger. (2010) Steel Special Moment Frames. STRUCTURE. Available: http://www.structuremag.org/Archives/2010-11/C-StrucPerformance-Adan-Nov10.pdf
[11]	S. T. Bungale, "Wind and Earthquake Resistant Buildings Structural Analysis and Design," ed: Marcel Dekker, USA, 2005, 892 p, 2005.
[12]	M. T. Naqash, "Optimum design of Steel Moment Resisting Frames using Eurocode 8," Doctorate PhD Thesis, Department of Engineering and Geology (Ph. D. Thesis), University of Chiete and Pescara, Pescara, 2012.
[13]	M. T. Naqash, et al., "Seismic design of Steel Moment Resisting frames-European Versus American Practice," NED University Journal of Research, vol. Thematic Issue on Earthquake, pp. 45-59, October 2012 2012.
[14]	M. T. Naqash, et al., "Critical overview on the seismic design of steel moment resisting frames " presented at the 45th IEP Convention 2012, Karachi, 2012.
[15]	P. Uriz and S. A. Mahin, "Seismic performance assessment of concentrically braced steel frames," in Proceedings of the 13th world conference on earthquake engineering, 2004, p. 6.
[16]	M. T. Naqash, et al., "An overview on the seismic design of braced frames," American Journal of Civil Engineering, vol. 2, pp. 41-47, 2014.
[17]	M. T. Naqash, et al., "Effects of capacity design rules on seismic performance of steel moment resisting frames," presented at the 15 World Conference on Earthquake Engineering (WCEE), Lisbon Portugal, 2012.
[18]	G. Brandonisio, et al., "Seismic design of concentric braced frames," Journal of Constructional Steel Research, vol. 78, pp. 22-37, 11// 2012.

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APA Style

Muhammad Tayyab Naqash, Ayed Alluqmani. (2018). Inelastic Behavior of Steel Buildings in Seismic Zones. Advances in Applied Sciences, 3(1), 1-8. https://doi.org/10.11648/j.aas.20180301.11

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ACS Style

Muhammad Tayyab Naqash; Ayed Alluqmani. Inelastic Behavior of Steel Buildings in Seismic Zones. Adv. Appl. Sci. 2018, 3(1), 1-8. doi: 10.11648/j.aas.20180301.11

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AMA Style

Muhammad Tayyab Naqash, Ayed Alluqmani. Inelastic Behavior of Steel Buildings in Seismic Zones. Adv Appl Sci. 2018;3(1):1-8. doi: 10.11648/j.aas.20180301.11

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@article{10.11648/j.aas.20180301.11,
  author = {Muhammad Tayyab Naqash and Ayed Alluqmani},
  title = {Inelastic Behavior of Steel Buildings in Seismic Zones},
  journal = {Advances in Applied Sciences},
  volume = {3},
  number = {1},
  pages = {1-8},
  doi = {10.11648/j.aas.20180301.11},
  url = {https://doi.org/10.11648/j.aas.20180301.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.aas.20180301.11},
  abstract = {This paper provides general overview on the design principles of steel structures in Seismic Zones. In particular, seismic design of multi-storey steel structures using limit states (ultimate, serviceability and damageability) and performance based design approach is firstly discussed and the importance of steel structures is consequently highlighted; then, general concepts to be incorporated in the structural design are provided. The well-known adopted lateral load resisting systems (moment resisting and braced frames) are also criticized to highlight the pros and cons of each system. The concept of dissipative and non-dissipative Zones is given for each lateral load resisting system; and therefore aims to give useful information for the engineers and technicians involved in the design of steel structures in the seismic zones.},
 year = {2018}
}

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TY  - JOUR
T1  - Inelastic Behavior of Steel Buildings in Seismic Zones
AU  - Muhammad Tayyab Naqash
AU  - Ayed Alluqmani
Y1  - 2018/01/11
PY  - 2018
N1  - https://doi.org/10.11648/j.aas.20180301.11
DO  - 10.11648/j.aas.20180301.11
T2  - Advances in Applied Sciences
JF  - Advances in Applied Sciences
JO  - Advances in Applied Sciences
SP  - 1
EP  - 8
PB  - Science Publishing Group
SN  - 2575-1514
UR  - https://doi.org/10.11648/j.aas.20180301.11
AB  - This paper provides general overview on the design principles of steel structures in Seismic Zones. In particular, seismic design of multi-storey steel structures using limit states (ultimate, serviceability and damageability) and performance based design approach is firstly discussed and the importance of steel structures is consequently highlighted; then, general concepts to be incorporated in the structural design are provided. The well-known adopted lateral load resisting systems (moment resisting and braced frames) are also criticized to highlight the pros and cons of each system. The concept of dissipative and non-dissipative Zones is given for each lateral load resisting system; and therefore aims to give useful information for the engineers and technicians involved in the design of steel structures in the seismic zones.
VL  - 3
IS  - 1
ER  -

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Author Information

Muhammad Tayyab Naqash

Department of Civil Engineering, Faculty of Engineering, Islamic University in Madinah Al Munaworah, Medina, Kingdom of Saudia Arabia
Ayed Alluqmani

Department of Civil Engineering, Faculty of Engineering, Islamic University in Madinah Al Munaworah, Medina, Kingdom of Saudia Arabia

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APA Style

Muhammad Tayyab Naqash, Ayed Alluqmani. (2018). Inelastic Behavior of Steel Buildings in Seismic Zones. Advances in Applied Sciences, 3(1), 1-8. https://doi.org/10.11648/j.aas.20180301.11

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ACS Style

Muhammad Tayyab Naqash; Ayed Alluqmani. Inelastic Behavior of Steel Buildings in Seismic Zones. Adv. Appl. Sci. 2018, 3(1), 1-8. doi: 10.11648/j.aas.20180301.11

Copy | Download

AMA Style

Muhammad Tayyab Naqash, Ayed Alluqmani. Inelastic Behavior of Steel Buildings in Seismic Zones. Adv Appl Sci. 2018;3(1):1-8. doi: 10.11648/j.aas.20180301.11

Copy | Download

@article{10.11648/j.aas.20180301.11,
  author = {Muhammad Tayyab Naqash and Ayed Alluqmani},
  title = {Inelastic Behavior of Steel Buildings in Seismic Zones},
  journal = {Advances in Applied Sciences},
  volume = {3},
  number = {1},
  pages = {1-8},
  doi = {10.11648/j.aas.20180301.11},
  url = {https://doi.org/10.11648/j.aas.20180301.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.aas.20180301.11},
  abstract = {This paper provides general overview on the design principles of steel structures in Seismic Zones. In particular, seismic design of multi-storey steel structures using limit states (ultimate, serviceability and damageability) and performance based design approach is firstly discussed and the importance of steel structures is consequently highlighted; then, general concepts to be incorporated in the structural design are provided. The well-known adopted lateral load resisting systems (moment resisting and braced frames) are also criticized to highlight the pros and cons of each system. The concept of dissipative and non-dissipative Zones is given for each lateral load resisting system; and therefore aims to give useful information for the engineers and technicians involved in the design of steel structures in the seismic zones.},
 year = {2018}
}

Copy | Download

TY  - JOUR
T1  - Inelastic Behavior of Steel Buildings in Seismic Zones
AU  - Muhammad Tayyab Naqash
AU  - Ayed Alluqmani
Y1  - 2018/01/11
PY  - 2018
N1  - https://doi.org/10.11648/j.aas.20180301.11
DO  - 10.11648/j.aas.20180301.11
T2  - Advances in Applied Sciences
JF  - Advances in Applied Sciences
JO  - Advances in Applied Sciences
SP  - 1
EP  - 8
PB  - Science Publishing Group
SN  - 2575-1514
UR  - https://doi.org/10.11648/j.aas.20180301.11
AB  - This paper provides general overview on the design principles of steel structures in Seismic Zones. In particular, seismic design of multi-storey steel structures using limit states (ultimate, serviceability and damageability) and performance based design approach is firstly discussed and the importance of steel structures is consequently highlighted; then, general concepts to be incorporated in the structural design are provided. The well-known adopted lateral load resisting systems (moment resisting and braced frames) are also criticized to highlight the pros and cons of each system. The concept of dissipative and non-dissipative Zones is given for each lateral load resisting system; and therefore aims to give useful information for the engineers and technicians involved in the design of steel structures in the seismic zones.
VL  - 3
IS  - 1
ER  -

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