A site effect study of the Adapazari basin, Turkey, from strong- and weak-motion data

2004 ◽  
Vol 8 (4) ◽  
pp. 559-572 ◽  
Author(s):  
Ozel Oguz ◽  
Tsutomu Sasatani
Keyword(s):  
2017 ◽  
Vol 30 (3) ◽  
pp. 157-164 ◽  
Author(s):  
Sadegh Rezaei ◽  
Asskar Janalizadeh Choobbasti

2016 ◽  
Vol 05 (03) ◽  
pp. 95-101
Author(s):  
Feng Liu ◽  
Yong Men ◽  
Jinguo Wang ◽  
Xiaoxiong Huang ◽  
Biao Zhao ◽  
...  
Keyword(s):  

2020 ◽  
Vol 59 (41) ◽  
pp. 18136-18139 ◽  
Author(s):  
Zhenzhen Zhang ◽  
Yuying Yang ◽  
Yingying Wang ◽  
Lanlan Yang ◽  
Qi Li ◽  
...  
Keyword(s):  

2016 ◽  
Vol 68 (1) ◽  
Author(s):  
Mukunda Bhattarai ◽  
Lok Bijaya Adhikari ◽  
Umesh Prasad Gautam ◽  
Laurent Bollinger ◽  
Bruno Hernandez ◽  
...  

2005 ◽  
Vol 21 (1_suppl) ◽  
pp. 125-136 ◽  
Author(s):  
Mohammad Kazem Jafari ◽  
Mohammad Reza Ghayamghamian ◽  
Mohammad Davoodi ◽  
Mohsen Kamalian ◽  
Abdollah Sohrabi-Bidar

The site amplification characteristics of the 2003 Bam, Iran, earthquake were investigated based on geological studies as well as geophysical, microtremor and aftershock measurements conducted by IIEES in the study area. A site effect microzonation map was prepared classifying the ground conditions of the city into five distinct categories, based on their stiffness, thickness, and frequency characteristics. The highest percentage of damage was concentrated in sites with stiff shallow and medium depth soils, which possessed considerable amplification potentials in high frequency ranges.


2014 ◽  
Vol 30 (3) ◽  
pp. 1155-1177 ◽  
Author(s):  
I. M. Idriss

An empirical model for estimating the horizontal pseudo-absolute spectral accelerations (PSA) generated by shallow crustal earthquakes was published in 2008 using the recorded earthquake ground motion data collected and documented as part of the original Next Generation Attenuation (NGA) project. A significant number of additional recordings were collected over the past three years, and the 2008 model has been revised using the new data and is presented in this paper. The model was again selected to be simple, and the model parameters were estimated using the expanded database. The revised model incorporates V S30 as an independent variable because, with the expanded database, it was found that V S30 was required to be included as an independent parameter to allow for a reasonably unbiased fit to the recorded data. It is noted that V S30 is not being used to account for nonlinear site response, but strictly to allow for a better fit to the data. These parameters are presented for sites with an average shear wave velocity in the upper 30 m, V S30, for sites with V S30 ≥ 450 m/s. Parameters for sites with V S30 < 450 m/s are not included in this paper. For a site with V S30 = 450 m/s, there is an overall increase in PGA averaging about 50% over a distance of about 100 km using the 2013 model in comparison to the 2008 model. On the other hand, for a site with V S30 = 900 m/s, there is an overall decrease of about 10% using the 2013 model in comparison to the 2008 model.


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