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https://doi.org/10.17559/TV-20141015091542

Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns

Qingwei Chen ; Economic & Technology Research Institute of State Grid Shandong Electric Power Company, 111 Weishi Road, Huaiyin District, Jinan, 250021, China
Hailong Zhao ; School of Civil Engineering, Tianjin University - Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, 92 Weijin Road, Nankai District, Tianjin, 300072, China
Tiecheng Wang ; School of Civil Engineering, Tianjin University - Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, 92 Weijin Road, Nankai District, Tianjin, 300072, China

Puni tekst: engleski, pdf (728 KB) str. 85-92 preuzimanja: 254* citiraj
APA 6th Edition
Chen, Q., Zhao, H. i Wang, T. (2017). Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns. Tehnički vjesnik, 24 (Supplement 1), 85-92. https://doi.org/10.17559/TV-20141015091542
MLA 8th Edition
Chen, Qingwei, et al. "Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns." Tehnički vjesnik, vol. 24, br. Supplement 1, 2017, str. 85-92. https://doi.org/10.17559/TV-20141015091542. Citirano 03.03.2021.
Chicago 17th Edition
Chen, Qingwei, Hailong Zhao i Tiecheng Wang. "Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns." Tehnički vjesnik 24, br. Supplement 1 (2017): 85-92. https://doi.org/10.17559/TV-20141015091542
Harvard
Chen, Q., Zhao, H., i Wang, T. (2017). 'Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns', Tehnički vjesnik, 24(Supplement 1), str. 85-92. https://doi.org/10.17559/TV-20141015091542
Vancouver
Chen Q, Zhao H, Wang T. Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns. Tehnički vjesnik [Internet]. 2017 [pristupljeno 03.03.2021.];24(Supplement 1):85-92. https://doi.org/10.17559/TV-20141015091542
IEEE
Q. Chen, H. Zhao i T. Wang, "Comparison of progressive collapse resistance of frame with specially shaped columns and frame with rectangular columns", Tehnički vjesnik, vol.24, br. Supplement 1, str. 85-92, 2017. [Online]. https://doi.org/10.17559/TV-20141015091542
Puni tekst: hrvatski, pdf (728 KB) str. 85-92 preuzimanja: 520* citiraj
APA 6th Edition
Chen, Q., Zhao, H. i Wang, T. (2017). Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima. Tehnički vjesnik, 24 (Supplement 1), 85-92. https://doi.org/10.17559/TV-20141015091542
MLA 8th Edition
Chen, Qingwei, et al. "Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima." Tehnički vjesnik, vol. 24, br. Supplement 1, 2017, str. 85-92. https://doi.org/10.17559/TV-20141015091542. Citirano 03.03.2021.
Chicago 17th Edition
Chen, Qingwei, Hailong Zhao i Tiecheng Wang. "Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima." Tehnički vjesnik 24, br. Supplement 1 (2017): 85-92. https://doi.org/10.17559/TV-20141015091542
Harvard
Chen, Q., Zhao, H., i Wang, T. (2017). 'Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima', Tehnički vjesnik, 24(Supplement 1), str. 85-92. https://doi.org/10.17559/TV-20141015091542
Vancouver
Chen Q, Zhao H, Wang T. Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima. Tehnički vjesnik [Internet]. 2017 [pristupljeno 03.03.2021.];24(Supplement 1):85-92. https://doi.org/10.17559/TV-20141015091542
IEEE
Q. Chen, H. Zhao i T. Wang, "Usporedba otpora progresivnom kolapsu okvira s posebno oblikovanim stupovima i okvira s četvrtastim stupovima", Tehnički vjesnik, vol.24, br. Supplement 1, str. 85-92, 2017. [Online]. https://doi.org/10.17559/TV-20141015091542

Sažetak
RC frame structures with specially shaped columns and RC frame structures with rectangular columns are different types of structures with different column sections. A progressive collapse analysis model of RC frames was proposed using the beam-column element and joint element based on the program OpenSees. Progressive collapse performance of the experimental frame was simulated and the calculation results were in good agreement with the experimental results. The characteristics of progressive collapse performance of frames with specially shaped columns were studied by comparing the progressive collapse resistance of one frame with specially shaped columns with that of three frames with rectangular columns which were designed in accordance with three different principles. It was observed from the results that the progressive collapse resistance of frame with specially shaped columns and frames with rectangular columns with the same reinforcement under the same seismic fortification, design and application conditions were equivalent. The frame with specially shaped columns had a superior performance to resist progressive collapse.

Ključne riječi
frames with specially shaped columns; non-linear analysis; numerical simulation; progressive collapse

Hrčak ID: 181245

URI
https://hrcak.srce.hr/181245

[hrvatski]

Posjeta: 1.090 *