Seismic performance of an improved precast concrete connection used in single buildings

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056589.pdf

Date

1996

Author

Demiralp, Onder

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https://hdl.handle.net/11511/10374

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Graduate School of Natural and Applied Sciences, Thesis

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Seismic performance of gravity-load designed concrete frames infilled with low-strength masonry Siddiqui, Umair A.; Sucuoğlu, Haluk; Yakut, Ahmet (2015-01-01) This study compares the seismic performances of two reinforced concrete frame specimens tested by the pseudo-dynamic procedure. The pair of 3-storey, 3-bay frames specimens are constructed with typical characteristics of older construction which is lacking seismic design. One of the specimens is a bare frame while the other is infilled with low-strength autoclave aerated concrete (AAC) block masonry. The focus of this study is to investigate the influence of low strength masonry infill walls on the seismic ...
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Seismic performance evaluation of reinforced concrete frames infilled with autoclave aerated concrete masonry Siddiqui, Umair Ahmed; Sucuoğlu, Haluk; Yakut, Ahmet; Department of Earthquake Engineering and Engineering Seismology (2013) Seismic risk reduction requires detailed assessment and rehabilitation of vulnerable buildings to avoid significant property and life losses. Several reinforced concrete buildings are deficiently designed and constructed and also contain non-engineered unreinforced masonry infill panels which dominate the seismic response and impart excessive lateral forces for which they are not designed for. Therefore, seismic performance assessment procedures recommended in guidelines and codes needs detailed examination...

Citation Formats

O. Demiralp, “Seismic performance of an improved precast concrete connection used in single buildings,” Middle East Technical University, 1996.