پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 648 |
| تعداد مقالات | 9,475 |
| تعداد مشاهده مقاله | 68,306,434 |
| تعداد دریافت فایل اصل مقاله | 47,823,963 |
Fire Resistance and Collapse Mechanisms of 2D Steel Moment Frames: A Numerical Study | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 21، دوره 14، شماره 1 - شماره پیاپی 41، اردیبهشت 2026 اصل مقاله (3.78 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.36843.2269 | ||
| نویسندگان | ||
| Arezoo Asaad Samani1؛ Seyed Rohollah Hoseini Vaez* 2 | ||
| 1Ph.D. Candidate, Department of Civil Engineering, Faculty of Engineering, University of Qom, Qom, Iran | ||
| 2Professor, Department of Civil Engineering, Faculty of Engineering, University of Qom, Qom, Iran | ||
| تاریخ دریافت: 21 بهمن 1403، تاریخ بازنگری: 12 اسفند 1403، تاریخ پذیرش: 26 اسفند 1403 | ||
| چکیده | ||
| This study investigates the behavior of steel moment-resisting frames under fire conditions, focusing on the structural response of three- and nine-story frames exposed to high temperatures. The analysis evaluates the effects of elevated temperatures on deflections, internal forces, and inter-story drifts. Various fire scenarios are considered, with a fire duration of 120 minutes and a maximum temperature of 1050°C. The results reveal significant inter-story drifts, deflections in mid span of beams and substantial changes in internal forces of beams and columns. The columns are highly susceptible to buckling due to thermal expansion and reduced material properties. The results highlight the importance of focusing on columns and lower-to-mid-level stories in fire safety evaluations, as these components are more prone to failure and can significantly influence the overall structural stability. The strengths of this study lie in its thorough analysis of multiple fire scenarios and its precise identification of critical failure points, offering a robust foundation for advancing fire-resistant design methodologies. These findings have significant practical implications, as they provide engineers with valuable insights for enhancing the safety and performance of steel moment-resisting frames under fire conditions. | ||
تازه های تحقیق | ||
| ||
| کلیدواژه‌ها | ||
| Fire scenarios؛ Fire resistance؛ Collapse mechanisms؛ Steel moment frames | ||
| مراجع | ||
|
[1] Moradi M, Tavakoli HR, Abdollahzadeh G. Comparison of Steel and Reinforced Concrete Frames’ Durability under Fire and Post-Earthquake Fire Scenario. Civil Engineering Infrastructures Journal 2021;54:145–68. https://doi.org/10.22059/CEIJ.2020.292639.1628.
[2] Alasiri MR, Chicchi R, Varma AH. Post-earthquake fire behavior and performance-based fire design of steel moment frame buildings. Journal of Constructional Steel Research 2021;177:106442. https://doi.org/10.1016/J.JCSR.2020.106442.
[3] Moradi M, Tavakoli HR, Abdollahzade GHR. Collapse Probability Assessment of a 4-Story RC Frame under Post-Earthquake Fire Scenario. Civil Engineering Infrastructures Journal 2022;55:121–37. https://doi.org/10.22059/CEIJ.2021.313241.1718.
[4] Masoumi-Zahandeh F, Hoseinzadeh M, Rahimi S. Investigation of the Behavior of Buckling- Restrained Steel Plate Shear Wall under Fire Loading 2021;7:173-188 [In persian]. https://doi.org/10.22091/cer.2021.7372.1298.
[5] Jiang J, Li GQ, Usmani A. Progressive Collapse Mechanisms of Steel Frames Exposed to Fire. Http://DxDoiOrg/101260/1369-4332173381 2016;17:381–98. https://doi.org/10.1260/1369-4332.17.3.381.
[6] Jiang J, Li GQ, Usmani A. Progressive collapse mechanisms of steel frames exposed to fire. Advances in Structural Engineering 2014;17:381–98. https://doi.org/10.1260/1369-4332.17.3.381.
[7] Shakeri J, Abdollahzadeh G. Seismic Rehabilitation of Tall Steel Moment Resisting Frames Damaged by Fire with SMA-Based Hybrid Friction Damper. International Journal of Steel Structures 2020;20:46–66. https://doi.org/10.1007/S13296-019-00270-Y/METRICS.
[8] Pourkeramat P, Ghiasi V, Mohebi B. The Effect of Post-Earthquake Fire on the Performance of Steel Moment Frames Subjected to Different Ground Motion Intensities. International Journal of Steel Structures 2021 21:4 2021;21:1197–209. https://doi.org/10.1007/S13296-021-00496-9.
[9] Heshmati M, Aghakouchak AA. Collapse analysis of regular and irregular tall steel moment frames under fire loading. The Structural Design of Tall and Special Buildings 2020;29:e1696. https://doi.org/10.1002/TAL.1696.
[10] Alisawi AT, Collins PEF, Cashell KA. Nonlinear Analysis of a Steel Frame Structure Exposed to Post-Earthquake Fire. Fire 2021, Vol 4, Page 73 2021;4:73. https://doi.org/10.3390/FIRE4040073.
[11] Chaboki M, Heshmati M, Aghakouchak AA. Investigating the behaviour of steel framed-tube and moment-resisting frame systems exposed to fire. Structures 2021;33:1802–18. https://doi.org/10.1016/J.ISTRUC.2021.05.053.
[12] Ali AM, Akhaveissy AH, Abbas B. Fire Behavior of Lightweight Reinforced Concrete Deep Beams and Enhanced Structural Performance via Varied Stirrup Spacing – An Integrated Study. Journal of Rehabilitation in Civil Engineering 2024;12:132–51. https://doi.org/10.22075/JRCE.2023.31484.1889.
[13] Gernay T, Khorasani NE, Garlock M. Fire Fragility Functions for Steel Frame Buildings: Sensitivity Analysis and Reliability Framework. Fire Technology 2019;55:1175–210. https://doi.org/10.1007/s10694-018-0764-5.
[14] Karimpour S, Madandous R, Ranjbar MM, Bengar A, Karimpour ; S. An Experimental Study on Bond Behavior of Rebar and High-Performance Fiber Reinforced Cementitious Composite (HPFRCC) at High Temperatures. Journal of Rehabilitation in Civil Engineering 2024;12:77–91. https://doi.org/10.22075/JRCE.2023.29856.1810.
[15] Moradi M, Tavakoli HR, Abdollahzadeh G. Probabilistic assessment of failure time in steel frame subjected to fire load under progressive collapses scenario. Engineering Failure Analysis 2019;102:136–47. https://doi.org/10.1016/J.ENGFAILANAL.2019.04.015.
[16] Shahhoseini MR, Sharbatdar MK, Kheyroddin A. Experimental Investigation of Strength and Durability Properties of Concretes Cast with Heated Zeolite. Civil Infrastructure Researches 2024;10:35-50 [In persian].
[17] Covi P, Tondini N, Sarreshtehdari A, Elhami-Khorasani N. Development of a novel fire following earthquake probabilistic framework applied to a steel braced frame. Structural Safety 2023;105:102377. https://doi.org/10.1016/J.STRUSAFE.2023.102377.
[18] Jiang J, Usmani A. Modeling of steel frame structures in fire using OpenSees. Computers & Structures 2013;118:90–9. https://doi.org/10.1016/J.COMPSTRUC.2012.07.013.
[19] Jiang J, Li G-Q, Usmani A. Influence of fire scenarios on progressive collapse mechanisms of steel framed structures. Steel Construction 2014;7:169–72. https://doi.org/10.1002/STCO.201410033.
[20] Elhami Khorasani N, Garlock MEM, Quiel SE. Modeling steel structures in OpenSees: Enhancements for fire and multi-hazard probabilistic analyses. Computers & Structures 2015;157:218–31. https://doi.org/10.1016/J.COMPSTRUC.2015.05.025.
[21] Jiang J, Li GQ, Usmani A. Effect of Bracing Systems on Fire-Induced Progressive Collapse of Steel Structures Using OpenSees. Fire Technology 2014 51:5 2014;51:1249–73. https://doi.org/10.1007/S10694-014-0451-0.
[22] Ren W. Behaviour of Steel Frames Exposed to Different Fire Spread Scenarios. International Journal of Steel Structures 2020;20:636–54. https://doi.org/10.1007/S13296-020-00311-X/METRICS.
[23] Jiang L, Jiang Y, Zhang Z, Usmani A. Thermal Analysis Infrastructure in OpenSees for Fire and its Smart Application Interface Towards Natural Fire Modelling. Fire Technology 2021;57:2955–80. https://doi.org/10.1007/S10694-020-01071-0/METRICS.
[24] Qiu J, Jiang L, Anwar Orabi M, Usmani A, Li G. A computational approach for modelling composite slabs in fire within OpenSees framework. Engineering Structures 2022;255:113909. https://doi.org/10.1016/J.ENGSTRUCT.2022.113909.
[25] Mortazavi SJ, Mansouri I, Awoyera PO, Hu JW. Comparison of thermal performance of steel moment and eccentrically braced frames. Journal of Building Engineering 2022;49:104052. https://doi.org/10.1016/J.JOBE.2022.104052.
[26] Chen C, Jiang L, Qiu J, Orabi MA, Chan WS, Usmani A. OpenSees development for modelling timber structural members subjected to realistic fire impact. Fire and Materials 2023;47:461–78. https://doi.org/10.1002/FAM.3115.
[27] Mortazavi SJ, Mansouri I, Farzampour A, Retzepis E, Hu JW. Evaluation of the Fire Behavior of Low-Rise Eccentrically Braced Frame Structures Under Different Fire Scenarios. Fire Technology 2024;60:3499–528. https://doi.org/10.1007/S10694-024-01587-9/FIGURES/16.
[28] Opensees for fire by LimingXLiming n.d. https://openseesforfire.github.io/ (accessed February 7, 2025).
[29] BS 476-20: Fire tests on building materials and structures. British Standard, Institution, B.S.; 1987.
[30] ASTM E119: Standard Test Methods for Fire Tests of Building Construction and Materials. West Conshohocken, PA; 2016.
[31] Buchanan AH and AKA. Structural design for fire safety. John Wiley & Sons; 2017.
[32] ISO 834 Standard: Fire-resistance tests Elements of building construction Part 1: General requirements. 1999.
[33] Structural Fire Engineering. American Society of Civil Engineers (ASCE); 2018.
[34] EN 1993-1-2: Eurocode 3-Design of steel structures. 2005.
[35] Karimi F, Hoseini Vaez SR. Two-stage optimal seismic design of steel moment frames using the LRFD-PBD method. Journal of Constructional Steel Research 2019;155:77–89. https://doi.org/10.1016/J.JCSR.2018.12.023.
[36] ANSI/AISC 360-16 An American National Standard: Specification for Structural Steel Buildings. 2016. | ||
|
آمار تعداد مشاهده مقاله: 209 تعداد دریافت فایل اصل مقاله: 114 |
||