Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering

Author:

Park Seon-Chee1,Hong Won-Kee1,Kim Sunkuk1,Wang Xiangyu23

Affiliation:

1. Department of Architectural Engineering, Kyung Hee University, 1732 Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do 446-701, Republic of Korea

2. Australasian Joint Research Centre for Building Information Modelling, Curtin University, GPO Box U1987, Perth, WA 6845, Australia

3. Department of Housing and Interior Design, Kyung Hee University, 1732 Deogyeong-daero, Giheung-gu, Yongin-si, Gyeonggi-do 446-701, Republic of Korea

Abstract

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.

Funder

Kyung Hee University

Publisher

Hindawi Limited

Subject

General Engineering,General Mathematics

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