Building-Information-Modeling-Based Earthquake Damage Assessment for Reinforced Concrete Walls

Date

2016-07-01

Author

Anil, Engin Burak
Akinci, Burcu
Kurç, Özgür
Garrett, James H.

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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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Engineering analysis to quantify the effects of earthquake forces on the structural strength of components requires determining the damage mode and severity of the components. The analysis requires strength computations and visual damage assessments, which are information intensive, potentially error-prone, and slow. This study develops a building-information-modeling (BIM) based approach to support the engineering analysis of reinforced concrete structures. In the proposed approach, the damage information is represented along with the geometric, topological, and structural information. Transformation and reasoning mechanisms are proposed to utilize the information contained in the BIM to perform strength analysis and visual assessment tasks. The approach is validated on a case study building, which contains 42 damaged piers and spandrels.

Subject Keywords

Civil and Structural Engineering, Computer Science Applications

URI

https://hdl.handle.net/11511/39719

Journal

JOURNAL OF COMPUTING IN CIVIL ENGINEERING

DOI

https://doi.org/10.1061/(asce)cp.1943-5487.0000551

Collections

Department of Civil Engineering, Article

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Citation Formats

E. B. Anil, B. Akinci, Ö. Kurç, and J. H. Garrett, “Building-Information-Modeling-Based Earthquake Damage Assessment for Reinforced Concrete Walls,” JOURNAL OF COMPUTING IN CIVIL ENGINEERING, pp. 0–0, 2016, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/39719.