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), 2024. Published by Science Publishing Group |
Steel Structures, Seismic Design, Moment Resisting Frames, Concentric Braced Frames, Eccentric Braced Frames
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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
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
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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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}
}
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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