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Akademický článek
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Akademický článek
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Autor:
Burcu Burak, Hakki Gurhan Comlekoglu
Publikováno v:
Journal of Structural Engineering. 139:1928-1937
An analytical study is performed to evaluate the effect of shear wall area to floor area ratio on the seismic behavior of midrise RC structures. For this purpose, 24 midrise building models that have five and eight stories and shear wall ratios rangi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99148b120d27bb2e3e8cf6860ac9c0bb
https://doi.org/10.1061/(asce)st.1943-541x.0000785
https://doi.org/10.1061/(asce)st.1943-541x.0000785
Autor:
Burcu Burak, Mehmet Unal
Publikováno v:
Engineering Structures. 52:284-294
Previous experimental research indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations have a major contribution to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e79c0da907925f817b1cb39108b189fe
https://doi.org/10.1016/j.engstruct.2013.02.032
https://doi.org/10.1016/j.engstruct.2013.02.032
Autor:
Mehmet Unal, Burcu Burak
Publikováno v:
Journal of Structural Engineering. 139:886-896
The performance of RC frame members under earthquake loading may differ significantly from that of the frame. Even if the story drifts are not significant, a collapse mechanism may be observed because of extensive deformations in the beams, columns,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::85d429798cc2f131eed47e881fc055d0
https://doi.org/10.1061/(asce)st.1943-541x.0000700
https://doi.org/10.1061/(asce)st.1943-541x.0000700
Autor:
Burcu Burak, Mehmet Unal
Publikováno v:
Structural Engineering and Mechanics. 41:421-440
In this analytical study numerous prior experimental studies on reinforced concrete beam-to-column connections subjected to cyclic loading are investigated and a database of geometric properties, material strengths, configuration details and test res
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b4e528b62cf3066a517449a0de9ed699
https://doi.org/10.12989/sem.2012.41.3.421
https://doi.org/10.12989/sem.2012.41.3.421
Autor:
Burcu Burak
Publikováno v:
Structures Congress 2013.
This paper presents an analytical study that focuses on the development of a parametric equation to predict the joint shear strength. In this analytical study, a database containing geometric properties, material strengths, configuration details and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27b0ca0932d3f3a1d40eede320ceb76a
https://doi.org/10.1061/9780784412848.141
https://doi.org/10.1061/9780784412848.141
Autor:
Burcu Burak, J K Wight
Publikováno v:
"SP-209: ACI Fifth Int Conf Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Quality Con".
This work studied the effects of eccentric spandrel beams, wide normal beams, column section aspect ratio, loading in 2 principal directions, and slab participation on the inelastic behavior of beam-to-column connections. The experimental program fea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19d1156ad94ecf98c87871b943b05e3f
https://doi.org/10.14359/12536
https://doi.org/10.14359/12536
Autor:
Fick, Damon R., Hueste, Mary Beth D., Kang, Thomas, Kreger, Michael E., LaFave, James M., French, Catherine, Bakir, Burcu Burak
Publikováno v:
ACI Structural Journal; May/Jun2017, Vol. 114 Issue 3, p787-787, 1p
Autor:
Ansal, Atilla
Publikováno v:
Bulletin of Earthquake Engineering; Mar2023, Vol. 21 Issue 4, p2409-2414, 6p