Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Murat Altug Erberik"'
Publikováno v:
Buildings, Vol 13, Iss 8, p 2060 (2023)
This research performs a parametric study based on Equivalent Single Degree of Freedom (ESDOF) models for simplified seismic analysis of unreinforced masonry (URM) structures. This is a necessary action due to the fact that it is not affordable to mo
Externí odkaz:
https://doaj.org/article/1daae1dcf6c246c5a75600d41358ec71
Publikováno v:
Buildings, Vol 12, Iss 6, p 777 (2022)
In this study, a two-phase simplified approach is proposed to predict the in-plane strength capacity of unreinforced masonry (URM) walls. In the first phase, in-plane damage and failure patterns of URM walls are determined from available observationa
Externí odkaz:
https://doaj.org/article/7c5cc943ad2945f7b311ff470813eb81
Publikováno v:
Volume: 37, Issue: 1 159-174
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Betonarme asmolen çerçeveler mimari kolaylıklar sağlayan yatık sığ kirişleri sebebiyle Türkiye’de mimarlar tarafından özellikle tercih edilmektedirler. Ne yazık ki söz konusu yapıların mimarlar tarafından tercih edilme sebebi aynı
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2b368dbb1c625d72a1514fee78bf90eb
https://doi.org/10.17341/gazimmfd.798954
https://doi.org/10.17341/gazimmfd.798954
Publikováno v:
Structure and Infrastructure Engineering. 18:1266-1281
A challenging task in earthquake engineering is investigation of engineering demand parameters under regional records of large earthquakes due to inherently low frequency of these events. Use of si...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::231ed9e44e21d29feaf9d9861eb77881
https://doi.org/10.1080/15732479.2021.1895227
https://doi.org/10.1080/15732479.2021.1895227
Publikováno v:
Soil Dynamics and Earthquake Engineering. 123:525-542
The literature on energy-based seismic design and assessment methodologies of structural systems mostly relies on real ground motion datasets. However, certain bias exists due to lack of homogeneity in available ground motion datasets. In this study,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63a7fbbd0254678e2c0e69aba37f755d
https://doi.org/10.1016/j.soildyn.2019.05.024
https://doi.org/10.1016/j.soildyn.2019.05.024
This volume gathers the proceedings of the 7th International Conference on Earthquake Engineering and Seismology (7ICEES), held in Antalya, Turkey on November 6-10, 2023, and affiliated with the 18th World Conference on Seismic Isolation (18WCSI). T
Publikováno v:
Bulletin of Earthquake Engineering. 17:867-889
There are different techniques for masonry construction. Among these, confined masonry (CM) buildings may be regarded as an upgrade for unreinforced masonry (URM) buildings, which is the most common type. In Turkey, URM construction has been popular,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b9ce1ffce54198f8dbfe72f7c12a0557
https://doi.org/10.1007/s10518-018-0468-8
https://doi.org/10.1007/s10518-018-0468-8
Publikováno v:
Natural Hazards. 92:1371-1397
Estimation of seismic losses is a fundamental step in risk mitigation in urban regions. Structural damage patterns depend on the regional seismic properties and the local building vulnerability. In this study, a framework for seismic damage estimatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c8253b5934db5b41af1c96775179db6
https://doi.org/10.1007/s11069-018-3255-6
https://doi.org/10.1007/s11069-018-3255-6
Publikováno v:
Acta Geophysica. 65:309-330
In this study, stochastic earthquake catalog of the Erzincan region in Turkey is generated based on synthetic ground motions. Monte Carlo simulation method is used to identify the spatial and temporal distribution of events. Ground motion time histor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2c6dc3262aae788627c86ab047599072
https://doi.org/10.1007/s11600-017-0032-y
https://doi.org/10.1007/s11600-017-0032-y
Publikováno v:
Procedia Engineering. 199:188-193
Ground motion records are generally required to develop fragility curves which are utilized in seismic loss estimation studies for earthquake prone zones. These records could be 'real', i.e. recorded acceleration time series or 'simulated' records co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::91706317c5a3e5850baf7450b857d14b
https://doi.org/10.1016/j.proeng.2017.09.237
https://doi.org/10.1016/j.proeng.2017.09.237