Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Sema Alacali"'
Publikováno v:
Structures. 47:2209-2219
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b5a4c957ce8561d98316f0518eef79b
https://doi.org/10.1016/j.istruc.2022.12.054
https://doi.org/10.1016/j.istruc.2022.12.054
Autor:
Sema Alacali, Aysun Tekin Özer
Publikováno v:
Deu Muhendislik Fakultesi Fen ve Muhendislik. 23:995-1004
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9950d651c29dd86cb7e959d9560cef7a
https://doi.org/10.21205/deufmd.2021236925
https://doi.org/10.21205/deufmd.2021236925
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:21-28
The reliability of a structure can be defined as the probability of the structure to fulfil its intended purpose throughout its design lifespan. In the codes, it is aimed to provide the target failure probability by means of safety factors in the for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a0e69de1c75b2b6d9bc4463b15183719
https://doi.org/10.1007/s40996-019-00333-4
https://doi.org/10.1007/s40996-019-00333-4
Autor:
Sema Alacali, Bilge Doran
Publikováno v:
Deu Muhendislik Fakultesi Fen ve Muhendislik. 19:92-99
Yatay yukler bag kirislerinde egilme ve beraberinde onemli oranda kesme gerilmelerine neden oldugu icin, bosluklu perdeli sistemlerin yapisal davranislari bag kirislerinin geometrik, mekanik ozellikleri ve bag kirisi katki orani (r) ile yakindan alak
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cae27606ef7951cefa74867147a8d61
https://doi.org/10.21205/deufmd.2017195508
https://doi.org/10.21205/deufmd.2017195508
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 169:237-244
Design codes use a strength reduction factor that is less than unity. This factor reflects the degree of uncertainty associated with the probability of under-strength members and inaccuracies in the design equations, the importance of the member in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b26522aa9c2a24344584f02bd34169b
https://doi.org/10.1680/jstbu.14.00102
https://doi.org/10.1680/jstbu.14.00102
Publikováno v:
Applied Soft Computing. 11:2645-2655
This paper presents an application of Neural Network (NN) simulation in civil engineering science. The confinement degree for confined concrete has been investigated by using a NN analysis as an alternative approach. To accurately predict the behavio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d629db6d2ae079fc9e9429bd4768a06
https://doi.org/10.1016/j.asoc.2010.10.013
https://doi.org/10.1016/j.asoc.2010.10.013
Autor:
Sema Alacali, Guray Arslan
Publikováno v:
Journal of Theoretical and Applied Mechanics. :1043
In the design of flexural strength, the strength reduction factor decreases from tension- -controlled sections to compression-controlled sections to increase safety with decreasing ductility. This paper presents how to determine the reduction factor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d1297896e2bac02597f563c47af2172
https://doi.org/10.15632/jtam-pl.56.4.1043
https://doi.org/10.15632/jtam-pl.56.4.1043
Publikováno v:
Canadian Journal of Civil Engineering. 31:1012-1023
Since only a limited number of experimental and analytical studies have been carried out for the purpose of developing strength design procedures for reinforced blockwork masonry columns, there is a certain need for further studies that reflect mater
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba8a066a5e36b470ef87313793e78b8c
https://doi.org/10.1139/l04-058
https://doi.org/10.1139/l04-058
Publikováno v:
Volume: 18, Issue: 53 239-255
Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi
Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi
Even though some empirical formulas for hysteretic energy (EH) to energy input (EI) ratio have been proposed in the literature, they all assume that this ratio is the same for any period range and do not consider either the ground motion properties o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cece332bbcaf593db3657c1c90814265
https://doi.org/10.21205/deufmd.20165318384
https://doi.org/10.21205/deufmd.20165318384
Publikováno v:
Journal of Theoretical and Applied Mechanics. :371
Design codes propose to restrict the nominal probability of failure within specific target structural reliability levels using a load factor and a strength reduction factor. In the current ACI318 Code, the strength reduction factor varies from 0.65 t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::30d3f50472b3abca8303038cca417923
https://doi.org/10.15632/jtam-pl.53.2.371
https://doi.org/10.15632/jtam-pl.53.2.371