作者: Salvador Ivorra , Juan J. Moragues , Pedro A. Calderón , Ester Giménez , Jose M. Adam
DOI: 10.1260/136943309788251704
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摘要: This paper presents the results obtained from full-scale tests on 14 reinforced concrete columns strengthened with steel angles and strips subjected to axial loads. All were loading before strengthening. The influence of various factors behaviour column was studied. laboratory show that system is highly effective for increasing ultimate load in a also increases stiffness its strain. Furthermore, analysis experiments allows transfer mechanisms which affect element be determined.