Abstract
Time dependent structural degradation has an adverse effect on the long term performance and safety of structures. The present study mainly investigates time dependency of in-plane shear strength of clay brick walls and tries to enhance individual models for the resistance degradation. It also develops a framework for numerical aging analysis based on multivariable field test data. The results, obtained from the numerical analyses done on the collected data in accordance with ASTM C1531, are then applied to derive suitable resistance degradation functions and predict the uncertain long term shear resistivity of clay brick walls.
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.
