Implications of site specific response analysis

Name: Implications of site specific response analysis
Author: Ansal, Mustafa Atilla, Tönük, G., Kurtuluş, Aslı

İsim	Implications of site specific response analysis
Yazar	Ansal, Mustafa Atilla, Tönük, G., Kurtuluş, Aslı
Basım Tarihi:	2018
Basım Yeri	- Springer
Tür	Kitap
Dil	İngilizce
Dijital	Evet
Yazma	Hayır
Kütüphane:	Özyeğin Üniversitesi
Demirbaş Numarası	1573-6059, 978-3-319-75740-7
Kayıt Numarası	658cac72-5a38-4b3e-af8b-aa385064ab27
Lokasyon	Civil Engineering
Tarih	2018
Örnek Metin	Definition of design earthquake characteristics, more specifically uniform hazard acceleration response spectrum, on the ground surface is the primary component for performance based design of structures and assessment of seismic vulnerabilities in urban environments. The adopted approach for this purpose requires a probabilistic local seismic hazard assessment, definition of representative site profiles down to the engineering bedrock, and 1D or 2D equivalent or nonlinear, total or effective stress site response analyses depending on the complexity and importance of the structures to be built. Thus, a site-specific response analysis starts with the probabilistic estimation of regional seismicity and earthquake source characteristics, soil stratification, engineering properties of encountered soil layers in the soil profile. The local seismic hazard analysis would yield probabilistic uniform hazard acceleration response spectrum on the bedrock outcrop. Thus, site specific response analyses also need to produce a probabilistic uniform hazard acceleration response spectrum on the ground surface. A general review will be presented based on the previous studies conducted by the author and his co-workers in comparison to major observations and methodologies to demonstrate the implications of site-specific response analysis.
Editör	Pitilakis, K.
DOI	10.1007/978-3-319-75741-4_2
Cilt	46

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Implications of site specific response analysis

Yazar Ansal, Mustafa Atilla, Tönük, G., Kurtuluş, Aslı

Basım Tarihi 2018

Basım Yeri - Springer

Tür Kitap

Dil İngilizce

Dijital Evet

Yazma Hayır

Kütüphane Özyeğin Üniversitesi

Demirbaş Numarası 1573-6059, 978-3-319-75740-7

Kayıt Numarası 658cac72-5a38-4b3e-af8b-aa385064ab27

Lokasyon Civil Engineering

Tarih 2018

Örnek Metin Definition of design earthquake characteristics, more specifically uniform hazard acceleration response spectrum, on the ground surface is the primary component for performance based design of structures and assessment of seismic vulnerabilities in urban environments. The adopted approach for this purpose requires a probabilistic local seismic hazard assessment, definition of representative site profiles down to the engineering bedrock, and 1D or 2D equivalent or nonlinear, total or effective stress site response analyses depending on the complexity and importance of the structures to be built. Thus, a site-specific response analysis starts with the probabilistic estimation of regional seismicity and earthquake source characteristics, soil stratification, engineering properties of encountered soil layers in the soil profile. The local seismic hazard analysis would yield probabilistic uniform hazard acceleration response spectrum on the bedrock outcrop. Thus, site specific response analyses also need to produce a probabilistic uniform hazard acceleration response spectrum on the ground surface. A general review will be presented based on the previous studies conducted by the author and his co-workers in comparison to major observations and methodologies to demonstrate the implications of site-specific response analysis.

Editör Pitilakis, K.

DOI 10.1007/978-3-319-75741-4_2

Cilt 46