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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 12, 2016 - Issue 1
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Articles

Contribution of secondary frames to the mitigation of collapse in steel buildings subjected to extreme loads

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Pages 45-60 | Received 12 Mar 2014, Accepted 28 Sep 2014, Published online: 24 Dec 2014

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Yang Ding, Xiaoran Song & Hai-Tao Zhu. (2018) Probabilistic capacity model and fragility estimates for composite floor systems subjected to column loss. Structure and Infrastructure Engineering 14:8, pages 1037-1050.
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Articles from other publishers (19)

Siyu Xiang, Yongjun He & Xuhong Zhou. (2021) Behaviour and failure modes of steel parking structure column under transverse impact. Thin-Walled Structures 167, pages 108163.
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M.J. Shabani, A.S. Moghadam, A. Aziminejad & M.S. Razzaghi. (2021) W-section steel columns energy criteria considering beams for progressive collapse analysis. Journal of Constructional Steel Research 177, pages 106479.
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D. Rodríguez, E. Brunesi & R. Nascimbene. (2021) Fragility and sensitivity analysis of steel frames with bolted-angle connections under progressive collapse. Engineering Structures 228, pages 111508.
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Bao Meng, Weihui Zhong, Jiping Hao, Zheng Tan & Limin Wang. (2020) Anti-progressive collapse performance analysis of composite frame with openings on beam web. Journal of Constructional Steel Research 173, pages 106251.
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Kai Qian, Xi Lan, Zhi Li, Yi Li & Feng Fu. (2020) Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections. Journal of Constructional Steel Research 170, pages 106117.
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Aref Baharvand & Abdolrasoul Ranjbaran. (2020) Seismic Fragility Functions Grounded on State-Based Philosophy: Application to Low to Midrise Steel Frame Buildings. KSCE Journal of Civil Engineering 24:6, pages 1787-1798.
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M. Alembagheri, P. Sharafi, R. Hajirezaei & B. Samali. (2020) Collapse capacity of modular steel buildings subject to module loss scenarios: The role of inter-module connections. Engineering Structures 210, pages 110373.
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Vahid Mohsenzadeh & Lydell Wiebe. (2018) Effect of beam-column connection fixity and gravity framing on the seismic collapse risk of special concentrically braced frames. Soil Dynamics and Earthquake Engineering 115, pages 685-697.
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Alfredo Reyes-Salazar, José M. Sauceda-Pimentel, Sonia E. Ruiz, Edén Bojórquez & Juan Bojorquez. (2018) Seismic response and energy dissipation of 3D complex steel buildings considering the influence of interior semi-rigid connections: low- medium- and high-rise. Bulletin of Earthquake Engineering 16:11, pages 5557-5590.
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Bahram KordbaghMajid Mohammadi. (2018) Influence of Panel Zone on Progressive Collapse Resistance of Steel Structures. Journal of Performance of Constructed Facilities 32:3.
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S. NarayanM. K. ShrimaliS. D. BhartiT. K. Datta. (2018) Collapse of Damaged Steel Building Frames because of Earthquakes. Journal of Performance of Constructed Facilities 32:1.
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Javad MashhadiHamed Saffari. (2017) Effects of Postelastic Stiffness Ratio on Dynamic Increase Factor in Progressive Collapse. Journal of Performance of Constructed Facilities 31:6.
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Alper Kanyilmaz. (2016) Secondary frame action in concentrically braced frames designed for moderate seismicity: a full scale experimental study. Bulletin of Earthquake Engineering 15:5, pages 2101-2127.
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Alaa I. ChehabChristopher D. EamonJoshua Griffin. (2017) Collapse Resistance of RC Moment-Resisting Frame and Shear Wall Structural Systems Exposed to Blast. Journal of Performance of Constructed Facilities 31:2.
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Kyung-Suk Choi, Jin-Young Park & Hyung-Joon Kim. (2017) Numerical investigation on design requirements for steel ordinary braced frames. Engineering Structures 137, pages 296-309.
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C. Málaga-Chuquitaype & K. Bougatsas. (2017) Vector-IM-based assessment of alternative framing systems under bi-directional ground-motion. Engineering Structures 132, pages 188-204.
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Massimiliano Ferraioli. (2016) Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames. International Journal of Steel Structures 16:3, pages 857-875.
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Xi Qin, Wei Wang, Yiyi Chen & Yihai Bao. (2016) A special reinforcing technique to improve resistance of beam-to-tubular column connections for progressive collapse prevention. Engineering Structures 117, pages 26-39.
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Jian Hou & Li Song. (2016) Progressive Collapse Resistance of RC Frames under a Side Column Removal Scenario: The Mechanism Explained. International Journal of Concrete Structures and Materials 10:2, pages 237-247.
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