Abstract
The reinforced-concrete column damage pattern differences between static cyclic loading tests and dynamic shaking-table tests were observed. In this study, the spacings of shear reinforcement bars in columns were variable. Four types of shear reinforcement bar spacing are used. As a result of the tests, it was verified that the maximum horizontal strengths of columns, the deformation capacities and the damage patterns were changed with the shear reinforcement bar spacings, and also with testing method differences between statics and dynamics. Furthermore, P- δ effects were discussed.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
