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Published, Version of Record (VoR)CC BY V4.0, Open
Journal article
Seismic Evaluation of Reinforced Concrete Piers in Low to Moderate Seismic Regions
Electronic journal of structural engineering, v 11(1), pp 57-68
01 Jan 2011
Featured in Collection : UN Sustainable Development Goals @ Drexel
Abstract
Evaluation of reinforcement detailing with respect to the amount and spacing of transverse reinforcement, development length, and splice length based on seismic provisions for seven Pennsylvania bridges is discussed. The selection of prototype bridges as representative of the stock of all PA bridges for the study are explained. A case study of seismic evaluation of one of the bridges selected based on finite element analysis and ductility estimation is presented as representative of the approach used to evaluate all other selected bridges.
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Details
- Title
- Seismic Evaluation of Reinforced Concrete Piers in Low to Moderate Seismic Regions
- Creators
- A. M. Memari - Pennsylvania State UniversityH. G. Harris - Drexel UniversityA. A. Hamid - Drexel UniversityA. Scanlon - Pennsylvania State University
- Publication Details
- Electronic journal of structural engineering, v 11(1), pp 57-68
- Publisher
- EJSE International
- Number of pages
- 12
- Grant note
- 359629 / PennDOT
- Resource Type
- Journal article
- Language
- English
- Academic Unit
- Civil, Architectural, and Environmental Engineering; [Retired Faculty]
- Web of Science ID
- WOS:000213488100006
- Other Identifier
- 991019170134304721
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- Collaboration types
- Domestic collaboration
- Web of Science research areas
- Engineering, Civil