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Relevant bibliographies by topics / Precast concrete frames

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Journal articles

Academic literature on the topic 'Precast concrete frames'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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Journal articles on the topic "Precast concrete frames"

1

Park, Seon-Chee, Won-Kee Hong, Sunkuk Kim, and Xiangyu Wang. "Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering." Mathematical Problems in Engineering 2014 (2014): 1–14. http://dx.doi.org/10.1155/2014/916951.

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The structural stability, constructability, economic feasibility, environmental-friendliness, and energy efficiency of hybrid composite frame systems have been demonstrated by practical application and research. A hybrid composite frame system combines the economy of precast concrete structures with the constructability of steel frame structures, including erection speed. Novel composite frames will ultimately maximize the efficiency of structural design and facilitate construction. This paper presents hybrid precast frames, which are precast composite frames based on a simple connection between precast concrete columns and beams. The hybrid precast frames designed to resist gravity loading consist of PC columns, PC beams, and steel inserted in the precast members. Steel sections located between the precast columns were simply connected to steel inserted at each end of the precast beams. Dynamic analysis of a 15-story building designed with the proposed composite frame was performed to determine the dynamic characteristics of a building constructed of hybrid frames, including frequencies and mode shapes.

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2

Priestley, Nigel. "Seismic Design Philosophy for Precast Concrete Frames." Structural Engineering International 6, no. 1 (1996): 25–31. http://dx.doi.org/10.2749/101686696780496003.

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3

Hassanli, Reza, Tom Vincent, Allan Manalo, et al. "Connections in GFRP reinforced precast concrete frames." Composite Structures 276 (November 2021): 114540. http://dx.doi.org/10.1016/j.compstruct.2021.114540.

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4

Kurosawa, Ryotaro, Hiroyasu Sakata, Zhe Qu, and Takashi Suyama. "Precast prestressed concrete frames for seismically retrofitting existing RC frames." Engineering Structures 184 (April 2019): 345–54. http://dx.doi.org/10.1016/j.engstruct.2019.01.110.

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5

Baran, M., D. Okuyucu, M. Susoy, and T. Tankut. "Seismic strengthening of reinforced concrete frames by precast concrete panels." Magazine of Concrete Research 63, no. 5 (2011): 321–32. http://dx.doi.org/10.1680/macr.10.00030.

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6

Behnamfar, Farhad, Hadi Rafizadeh, and Mortza Omidi. "Innovative connections for precast concrete moment resisting frames." Bulletin of the New Zealand Society for Earthquake Engineering 48, no. 3 (2015): 204–21. http://dx.doi.org/10.5459/bnzsee.48.3.204-221.

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This research work presents new details for moment connections in precast concrete structures satisfying both design and practice criteria. In this paper the results of the numerical study on the connections are presented. For the analysis, the ANSYS software is selected because of its diversity in nonlinear analysis. By calculating the monotonic load-displacement curve of each connection, the connections are evaluated for their stiffness, strength, and ductility. The compressive strength of the connection concrete is taken to be 30, 35 and 40 MPa, for each round of analysis. The results of the analysis show that the proposed connections are stiff enough to be moment resisting and to be emulating an equivalent monolithic, or basic connection. It is illustrated that the connections are stronger but somewhat less ductile than the basic connection regardless of the concrete strengths examined. Moreover, it is shown that in each precast connection while increasing the compressive strength of concrete does not affect the connection stiffness considerably, it increases the ultimate load and ductility of the connection. As a main result of this study, the suggested connection details are categorized based on their stiffness, strength, and ductility. The suggested connections can be used in moment resisting precast concrete buildings based on the desired strength and ductility.

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7

Ertas, Onur, Sevket Ozden, and Turan Ozturan. "Ductile Connections in Precast Concrete Moment Resisting Frames." PCI Journal 51, no. 3 (2006): 66–76. http://dx.doi.org/10.15554/pcij.05012006.66.76.

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8

Hu, Ju-Yun, Won-Kee Hong, and Seon-Chee Park. "Experimental investigation of precast concrete based dry mechanical column-column joints for precast concrete frames." Structural Design of Tall and Special Buildings 26, no. 5 (2016): e1337. http://dx.doi.org/10.1002/tal.1337.

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9

Nateghi Alahi, Fariborz, and Mohsen Vatandoost. "Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames." International Journal of Advanced Structural Engineering 10, no. 4 (2018): 339–47. http://dx.doi.org/10.1007/s40091-018-0201-5.

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10

TEEUWEN, P. A. (Paul), C. S. (Cees) KLEINMAN, H. H. (Bert) SNIJDER, and H. (Herm) HOFMEYER. "Analysis of steel frames with precast concrete infill panels." IABSE Congress Report 17, no. 18 (2008): 216–17. http://dx.doi.org/10.2749/222137908796292362.

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