New Hollow RC Bridge Piers with Triangular Reinforcement Details
| العنوان: | New Hollow RC Bridge Piers with Triangular Reinforcement Details |
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| المؤلفون: | Ho-Young Kim, Hyun-Mock Shin, Tae Hoon Kim, Jae-Hoon Lee |
| المصدر: | Journal of the Earthquake Engineering Society of Korea. 20:21-31 |
| بيانات النشر: | Earthquake Engineering Society of Korea, 2016. |
| سنة النشر: | 2016 |
| مصطلحات موضوعية: | Pier, Engineering, Evaluation system, Computer program, business.industry, Numerical analysis, 0211 other engineering and technologies, 020101 civil engineering, 02 engineering and technology, Structural engineering, 0201 civil engineering, 021105 building & construction, Axial load, business, Reinforcement, Reduction (mathematics), Quasistatic process |
| الوصف: | This study investigates the seismic performance of new hollow reinforced concrete (RC) bridge piers with triangular reinforcement details. The developed triangular reinforcement details are economically feasible and rational, and facilitate shorter construction periods. We tested a model of new hollow RC bridge piers with triangular reinforcement details 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 RC structures. The used numerical method gives a realistic prediction of seismic performance throughout the loading cycles for several hollow pier specimens investigated. As a result, developed triangular 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.2016.20.1.021 |
| URL الوصول: | https://explore.openaire.eu/search/publication?articleId=doi_________::10c230c32dc024a901f8f9510ed4ffaa https://doi.org/10.5000/eesk.2016.20.1.021 |
| رقم الانضمام: | edsair.doi...........10c230c32dc024a901f8f9510ed4ffaa |
| قاعدة البيانات: | OpenAIRE |
| تدمد: | 22341099 1226525X |
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| DOI: | 10.5000/eesk.2016.20.1.021 |