Correlation effects of seismic components near field in urban circular tunnels with unreinforced concrete liners
Exact seismic evaluation of underground structures such as tunnels requires dynamic analysis, due to the complex dynamic behavior of soil and the interaction of soil and structure. Dynamic analysis in order to simulate the actual seismic response of a structure is possible only with the appropriate...
Guardado en:
Autores principales: | Reza Vahdani, Mohsen Gerami, Gholamreza Ghodrati Amiri, seyed amin razavian amrei |
---|---|
Formato: | article |
Lenguaje: | FA |
Publicado: |
Iranian Society of Structrual Engineering (ISSE)
2020
|
Materias: | |
Acceso en línea: | https://doaj.org/article/4665a38a3a3c43c0a30465729dbaa019 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
Seismic vulnerability of Yazd
por: Vahid Rashidinia, et al.
Publicado: (2016) -
Seismic Hazard Analysis and Uniform Hazard Spectra for Different Regions of Kerman
por: Gholamreza Ghodrati Amiri, et al.
Publicado: (2015) -
Seismic Risk Assessment of Shahrekord
por: Seyyed Ali Razavian Amrei, et al.
Publicado: (2015) -
Effect of tunnel depth on the amplification pattern of environmental vibrations considering the seismic interactions between the tunnel and the surrounding soil: A numerical simulation
por: Göktepe,Fatih
Publicado: (2020) -
Evaluation of Seismic Performance Parameters of Steel Moment Frames Using Conventional and Advanced Pushover Methods with Considering Higher Mode and Near Field Pulse-Type Effects
por: Navid Siahpolo, et al.
Publicado: (2016)