Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Can Simsir"'
Publikováno v:
Forensic Engineering 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fc06085495ae8b0047e420e1fb277f2
https://doi.org/10.1061/9780784484548.047
https://doi.org/10.1061/9780784484548.047
Publikováno v:
Forensic Engineering 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::038b68cf86255542b590b1b58f5b23ec
https://doi.org/10.1061/9780784484548.052
https://doi.org/10.1061/9780784484548.052
Publikováno v:
Forensic Engineering 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fdb10ad8fb66d046ae97ce6b64ac4d2
https://doi.org/10.1061/9780784484548.044
https://doi.org/10.1061/9780784484548.044
Publikováno v:
Forensic Engineering 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::80e798b08371acfc70950f01a672216e
https://doi.org/10.1061/9780784484548.040
https://doi.org/10.1061/9780784484548.040
Autor:
Gary C. Hart, Can Simsir
Publikováno v:
The Structural Design of Tall and Special Buildings. 25:1031-1054
Summary This paper represents a follow up (Part II) to the original paper published in 2008 in this journal. It presents the learning from the first paper and also the results of recent work by the authors to apply and illustrate to other structural
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bf2fcc5181dbb8690063607aade315f
https://doi.org/10.1002/tal.1296
https://doi.org/10.1002/tal.1296
Autor:
Can Simsir, Anurag Jain
Publikováno v:
Forensic Engineering 2018.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7dfab72bc92dd6b51a9ceecc77ae506
https://doi.org/10.1061/9780784482018.006
https://doi.org/10.1061/9780784482018.006
Publikováno v:
The Structural Design of Tall and Special Buildings. 21:16-27
A wealth of data about the performance of stucco shear walls under cyclic loading has become available since 2001. Stucco and drywall are the only earthquake and wind lateral force-resisting systems in many existing residential buildings, especially
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb4875aee90bc8ea1a4f07c4c9a46525
https://doi.org/10.1002/tal.595
https://doi.org/10.1002/tal.595
Publikováno v:
IABSE Reports.
This paper presents an analytical approach to isolate contribution of multiple earthquakes to the overall damage caused to a structure. In this study, the buildings’ lateral force resisting systems are idealized as a single degree of freedom (SDOF)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4e11395fc1b78bf737cd698ac6e5093
https://doi.org/10.2749/222137814814067211
https://doi.org/10.2749/222137814814067211
Autor:
Can Simsir, Anurag Jain
Publikováno v:
Forensic Engineering 2012.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdc2a80ba762e4f8b7b533a4d269d604
https://doi.org/10.1061/9780784412640.086
https://doi.org/10.1061/9780784412640.086
Publikováno v:
Structures Congress 2008.
A wealth of data has become available since 2001 about the performance of drywall shear walls under cyclic loading. Drywalls and stucco are the only earthquake lateral force resisting system in many existing residential buildings, especially single-f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14ed79dfdbc6b0d99a2586c8bd140600
https://doi.org/10.1061/41016(314)135
https://doi.org/10.1061/41016(314)135