Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame
Joint Authors
van de Lindt, John W.
Rechan, R. Karthik
Source
Issue
Vol. 2011, Issue 2011 (31 Dec. 2011), pp.1-12, 12 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2011-08-22
Country of Publication
Egypt
No. of Pages
12
Main Subjects
Abstract EN
This study presents the method and results of an experiment to study the seismic behavior of a concrete portal frame with fifty percent of its cement content replaced with a spray dryer ash (SDA).
Based on multiple-shake-table tests, the high content SDA frame was found to perform as well as the standard concrete frame for two earthquakes exceeding design-level intensity earthquakes.
Hence, from a purely seismic/structural standpoint, it may be possible to replace approximately fifty percent of cement in a concrete mix with SDA for the construction of structural members in high seismic zones.
This would help significantly redirect spray dryer ash away from landfills, thus, providing a sustainable greener alternative to concrete that uses only Portland cement, or only a small percentage of SDA or fly ash.
American Psychological Association (APA)
van de Lindt, John W.& Rechan, R. Karthik. 2011. Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame. Advances in Civil Engineering،Vol. 2011, no. 2011, pp.1-12.
https://search.emarefa.net/detail/BIM-474725
Modern Language Association (MLA)
van de Lindt, John W.& Rechan, R. Karthik. Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame. Advances in Civil Engineering No. 2011 (2011), pp.1-12.
https://search.emarefa.net/detail/BIM-474725
American Medical Association (AMA)
van de Lindt, John W.& Rechan, R. Karthik. Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame. Advances in Civil Engineering. 2011. Vol. 2011, no. 2011, pp.1-12.
https://search.emarefa.net/detail/BIM-474725
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-474725