Reinforced Concrete Precast Structures with Rigid Connections
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Bibliographic Details
Author(s): |
Corneliu Bob
Andras Leidal Liana Bob |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
Published in: | IABSE Congress Chicago 2008 | ||||
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Page(s): | 380-381 | ||||
Total no. of pages: | 8 | ||||
Year: | 2008 | ||||
DOI: | 10.2749/222137908796293073 | ||||
Abstract: |
The solution of rigid joints between columns and beams for precast concrete structures like halls with one level, is presented. The aspects concerning drawn, tests and application of this solution are analyzed in the paper. The rigid connection between the structural elements of the precast constructions have some important technical and economical advantages. The experimental results are in good agreement with the analytical one. The procedure of RC precast structures with rigid joints has been applied with efficiency implications at some buildings with different shapes and spans. |
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Keywords: |
seismic load rigid connection RC precast structures column to beam joint laboratory model test on site test precast structure application
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