Investigating the Strength Characteristics of Reinforced Concrete Grouted Sleeve Connections in Seismic Zones
Four precast columns with vertical grouted splice anchor connection are simulated using the pseudo-static method while the cast-insitu columns are the control group to assess the performance of the precast concrete members having steel sleeve connections. The result showed that the cracking modes of...
| الحاوية / القاعدة: | E3S Web of Conferences |
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| المؤلف الرئيسي: | |
| التنسيق: | Conference paper |
| اللغة: | English |
| منشور في: |
EDP Sciences
2024
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| الوصول للمادة أونلاين: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85213867039&doi=10.1051%2fe3sconf%2f202458904004&partnerID=40&md5=3860834b623463657c9647cb89f9ca78 |