Zobrazeno 1 - 6
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pro vyhledávání: '"Nefize Shaban"'
Autor:
Nefize Shaban, Alp Caner
Publikováno v:
Journal of Traffic and Transportation Engineering (English ed. Online), Vol 5, Iss 6, Pp 480-490 (2018)
Seismic isolation systems designed for extreme events may likely experience low to moderate earthquakes during the design life of the structure rather than the extreme event itself. In new seismic building design codes, low and moderate earthquakes a
Externí odkaz:
https://doaj.org/article/62dc33cfdf2140f3aad541ca345ff13f
Autor:
Nefize Shaban, Alp Caner
Publikováno v:
Frontiers in Built Environment, Vol 2 (2016)
The increasingly demanding performance requirements trigger the development of new devices to eliminate the limitations concerning the post-earthquake performance of available seismic protection systems. The prerequisite for economical earthquake-res
Externí odkaz:
https://doaj.org/article/f0f21b8c1cbb43068ab9f84700d36401
The reliability of condition assessment of bridges obtained from analysis of visual inspection data is always a big concern among structural engineers. It has been known that the condition grading of a bridge is very subjective and can convey limited
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f621bc68bd10a1a601ef23780666a580
https://hdl.handle.net/11511/95259
https://hdl.handle.net/11511/95259
Publikováno v:
World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings.
Publikováno v:
Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Autor:
Gizem Can, Ahmet Yakut, Nefize Shaban, Ali Karimzadeh Naghshineh, Arman Domanic, Alp Caner, Aysegul Askan
Publikováno v:
Earthquake Engineering & Structural Dynamics. 44:889-905
Summary Presence of vehicles on a bridge has been observed many times during past earthquakes. Although in practice, the engineers may or may not include the live load contribution to seismic weight in design, current bridge design codes do not speci