Performance Assessment of Hollow Precast Segmental Bridge Columns with Reinforcement Details for Material Quantity Reduction

التفاصيل البيبلوغرافية
العنوان: Performance Assessment of Hollow Precast Segmental Bridge Columns with Reinforcement Details for Material Quantity Reduction
المؤلفون: Dong-Kyu Park, Hyun-Mock Shin, Jae-Hoon Lee, Tae-Hoon Kim
المصدر: Journal of the Earthquake Engineering Society of Korea. 20:33-43
بيانات النشر: Earthquake Engineering Society of Korea, 2016.
سنة النشر: 2016
مصطلحات موضوعية: Engineering, Computer program, business.industry, Numerical analysis, 0211 other engineering and technologies, 020101 civil engineering, 02 engineering and technology, Structural engineering, Bridge (interpersonal), 0201 civil engineering, Column (typography), Precast concrete, 021105 building & construction, Axial load, Reduction (mathematics), Reinforcement, business
الوصف: This study investigates the performance of hollow precast segmental bridge columns with reinforcement details for material quantity reduction. The proposed triangular reinforcement details are economically feasible and rational, and facilitate shorter construction periods. The precast segmental bridge columns provides an alternative to current cast-in-place systems. We tested a model of hollow precast segmental bridge columns under a constant axial load and a quasi-static, cyclically reversed horizontal load. We used a computer program, Reinforced Concrete Analysis in Higher Evaluation System Technology (RCAHEST), for analysis of reinforced concrete structures. The used numerical method gives a realistic prediction of performance throughout the loading cycles for hollow precast segmental bridge column specimens investigated. As a result, proposed reinforcement details for material quantity reduction was equal to existing reinforcement details in terms of required performance.
تدمد: 2234-1099
1226-525X
DOI: 10.5000/eesk.2016.20.1.033
URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::a63d2443c0c13fa0e13fcd8fcd24c71d
https://doi.org/10.5000/eesk.2016.20.1.033
رقم الانضمام: edsair.doi...........a63d2443c0c13fa0e13fcd8fcd24c71d
قاعدة البيانات: OpenAIRE
الوصف
تدمد:22341099
1226525X
DOI:10.5000/eesk.2016.20.1.033