Abstract
The collapse risk of building structures has been one of the major factors causing casualties and huge economic losses for earthquake disaster prevention. This paper presents a shaking table test on low-rise steel moment frames with consideration of mass irregularity in the elevation direction. The frames are subjected to naturally observed and artificial seismic waves. As indicated from the test results, the specimen with the irregularity of additive-mass (additional 5% of the roof mass) on the top floor showed considerable amplification on the acceleration and drift responses at the bottom storey when subjected to over-design earthquakes. A numerical model with degraded stress–strain relation is built in terms of fiber elements and calibrated by test results. Incremental dynamic analyses are performed to evaluate the probabilities exceeding three limit states related to immediate occupancy, life safety, and collapse prevention. The seismic fragility curves through a suite of near-fault ground motions in the Uemachi area of Osaka are obtained for the numerical models with and without mass irregularity on the roof, and the vertical mass irregularity tends to play significant roles in the seismic design for collapse prevention.
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References
Bai Y, Lin X (2015) Numerical simulation of collapse behavior of steel moment resistant frame considering post local buckling behavior. In: Thin-walled structures. Elsevier, vol 94, pp 424–434
Bai Y, Ma X, Wang B, Cao G, Beer M (2020) Cumulative component damages on collapse capacity of ductile steel and CFT moment resisting frames under over− design ground motions. J Earthq Eng 16:1–22
Bi J, Luo L, Jiang N (2019) Seismic energy response analysis of equipment-structure system via real-time dynamic substructuring shaking table testing. Advance Struct Eng, pp 1–14
D’Alessandro E, De Matteis G, Brando G (2018) Design charts for end-plate beam-to-column steel joints. Proceedings of the Institution of Civil Engineers: Structures and Buildings 171(6):472–486
Del Carpio MR, Mosqueda G, Lignos DG (2016) Seismic performance of a steel moment frame subassembly tested from the onset of damage through collapse. Earthquake Eng Struct Dynam 45(10):1563–1580
Deniz D, Song, et al (2017) Energy-based seismic collapse criterion for ductile planar structural frames. Eng Struct 141:1–13
Hwang S, Lignos D (2017) Earthquake-induced loss assessment of steel frame buildings with special moment frames designed in highly seismic regions. Earthq Eng Struct Dyn 46(13):2141–2162
Ji X, Kato M, Wang T, Hitaka T, Nakashima M (2009) Effect of gravity columns on mitigation of drift concentration for braced frames. J Constr Steel Res 65:2148–2156
Kelly JM, Tsai H (1985) Seismic response of light internal equipment in bas-isolated structures. Earthquake Eng Struct Dynam 13:711–732
Kim M, Araki Y, Yamakawa M, Tagawa H, Ikago K (2009) Influence of P− Delta effect on dynamic response of high-rise moment resisting steel buildings subjected to extreme earthquake ground motions. J Struct Constr Eng 644:1861–1867 (in Japanese)
Lignos DG, Krawinkler H, Whittaker AS (2011) Prediction and validation of sidesway collapse of two scale models of a 4-story steel moment frame. Earthq Eng Struct Dyn 40:807–825
Mahin SA (1998) Lessons from damage to steel buildings during the Northridge earthquake. Eng Struct 20(4–6):261–270
Paolo Castaldo P, Amendola G, Palazzo B (2017) Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability−based design (SRBD). Earthq Eng Struct Dyn 46:425–446
Sackman J, Kelly J (1979) Seismic analysis of internal equipment and components in structures. Eng Struct 1(4):179–190
Suita K, Yamada S, Tada M, Kasai K, Matsuoka Y, Shimada Y (2008) Collapse Experiment on Four− Story Steel Moment Frame: Part 2. In: Proceedings of 14th World Conferenc Earthquake Engineering Beijing, China, 2008
Tremblay R, Poncet L (2005) Seismic performance of concentrically braced steel frames in multistory buildings with mass irregularity. J Struct Eng 131(9):1363–1375
Yamada S, Tada M, Kasai K, Matsuoka Y (2008) Collapse experiment on 4-story steel moment frame, part 1 Outline of test results. In: Proceedings of the 14th world conference on earthquake engineering. Bejing
Wang J, Dai K, Yin Y, Tesfamariam S (2018) Seismic performance-based design and risk analysis of thermal power plant building with consideration of vertical and mass irregularities. Eng Struct 164:141–154
Acknowledgement
This study is partially supported by the Scientific Research Fund of Institute of Engineering Mechanics, China Earthquake Administration (Grant No. 2020EEEVL0413); the Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology (Grant No. 2021B04); the Fundamental Research Funds for the Central Universities (2020CDJQY-A063), and the Alexander von Humboldt Stiftung-Foundation (1196752).
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Bai, Y., Li, Y., Tang, Z. et al. Seismic collapse fragility of low-rise steel moment frames with mass irregularity based on shaking table test. Bull Earthquake Eng 19, 2457–2482 (2021). https://doi.org/10.1007/s10518-021-01076-2
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DOI: https://doi.org/10.1007/s10518-021-01076-2