Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Kemal Edip"'
Autor:
Toni Kitanovski, Dragi Dojcinovski, Vlatko Sheshov, Marta Stojmanovska, Julijana Bojadzieva, Kemal Edip, Dejan Ivanovski
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 22, Iss 1, Pp 45-54 (2024)
For the purpose of building a new electric power facility a project to determine seismic potential and seismic parameters for design is produced. Multiple in-situ geophysical investigations have been performed and soil samples have been taken to the
Externí odkaz:
https://doaj.org/article/94542ca23d6141cd9f2ca6fb0fd962dd
Publikováno v:
Geosciences, Vol 12, Iss 10, p 363 (2022)
Within the presented research, model tests were performed in 1-g conditions to investigate the liquefaction potential of Skopje sand as a representative soil from the Vardar River’s terraces in N. Macedonia. A series of shaking table tests were per
Externí odkaz:
https://doaj.org/article/867b54eb949e4ebea3a622fa0f9b61aa
Autor:
Antonella Di Meo, Barbara Borzi, Davide Quaroni, Antonino Famà, Vlatko Sheshov, Roberta Apostolska, Kemal Edip, Marija Vitanova, Julijana Bojadjieva, Aleksandra Bogdanovic, Goran Jekic, Markel Baballëku, Neritan Shkodrani, Genti Qirjazi, Stavroula Fotopoulou, Christos Pedritis, Evi Riga, Dimitris Pitilakis
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
This paper aims to describe the CRISIS web-based platform (WBP) in all its parts and functionalities. The platform is the main result of the two-year EU-funded project CRISIS (Comprehensive RISk assessment of basic services and transport InfraStructu
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Retaining structures in R. of North Macedonia until recently were only designed according to the concept of global safety factors, with the conventional methods of limit equilibrium. This method was widely used in ex-YU countries until Eurocodes have
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Drained triaxial monotonic test is one of the most frequently used experiments in geotechnical engineering, mostly because its results are starting points for many research topics. This paper presents triaxial drained monotonic experiments on natural
Autor:
Julijana Bojadjieva, Vlatko Sheshov, Aleksandra Bogdanovic, Kemal Edip, Dejan Ivanovski, Irena Gjorgjeska, Toni Kitanovski, Dejan Filipovski
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The Location Tower is one of the three sites from the 3D seismic network originally installed in the 80’s which is recently re-established and enabled for real-time monitoring and recording acceleration data. The Location Tower is consisted of one
Autor:
Kemal Edip, Vlatko Sheshov, Julijana Bojadjieva, Toni Kitanovski, Dejan Ivanovski, Irena Gjorgjeska
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
One of the most popular themes in earthquake geotechnical engineering is the simulation considering the phase interaction among different phases inside the soil medium. The present article aims at providing numerical simulations of an earth fill dam
Autor:
Marija Vitanova, Radmila Salic Makreska, Daniel Tomic, Aleksandra Bogdanovic, Julijana Bojadjieva, Kemal Edip
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The structural response due to the seismic load depends on the dynamic structural properties and incoming ground motion. Although for low amplitude ground motions the material behaviour is assumed to be linear, as the amplitude increases the dynamic
Autor:
Aleksandra Bogdanovic, Vlatko Sheshov, Zivko Bozhinovski, Kemal Edip, Julijana Bojadjieva, Elena Delova, Aleksandar Zurovski, Antonio Shoklarovski
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The potentially high vulnerability and poor performance of the existing buildings, after past seismic events, including exploitation period has raised awareness of the need to improve their seismic performance. Repair and strengthening gives new life
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
Soil-structure interaction (SSI) is for sure one of the most neglected effects in seismic structural design practice. However, many researchers showed that it might notably affect seismic performance results. In fact, the state-of-the-art seismic cod