2017
DOI: 10.1007/s10706-017-0399-1
|View full text |Cite
|
Sign up to set email alerts
|

Seismic Site Classification of Recording Stations in Tarai Region of Uttarakhand, from Multiple Approaches

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 6 publications
(3 citation statements)
references
References 35 publications
0
3
0
Order By: Relevance
“…The highest rate of recurrence of an assigned class at a site by all the four methods is voted for the final classification of that site. Two classification schemes, namely the modified NEHRP scheme (Harinarayan and Kumar, 2018a) in first method and JRA (1980) scheme in second method, have been used to classify the sites. In the present study, the H/V spectral ratio curve for each site class matches well with the standard H/V spectral ratio curves proposed by Zhao et al (2006).…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…The highest rate of recurrence of an assigned class at a site by all the four methods is voted for the final classification of that site. Two classification schemes, namely the modified NEHRP scheme (Harinarayan and Kumar, 2018a) in first method and JRA (1980) scheme in second method, have been used to classify the sites. In the present study, the H/V spectral ratio curve for each site class matches well with the standard H/V spectral ratio curves proposed by Zhao et al (2006).…”
Section: Discussionmentioning
confidence: 99%
“…The H/V spectral ratio of FFT was drawn to estimate the predominant period of the site corresponding to the predominant peak of the H/V spectral ratio curve by following the procedure as stated above. Based on the predominant period of a station, the modified NEHRP site classification scheme (Harinarayan and Kumar, 2018a) given in Table 2 is selected to classify the sites into corresponding site classes.…”
Section: H/v Spectral Ratio From Fast Fourier Amplitude Spectrummentioning
confidence: 99%
“…As highlighted by Kumar et al (2017aKumar et al ( , b, 2018a, Harinarayan and Kumar (2018) the response of same soil will change depending upon the level of shear strains an input motion generates in it. As a result, a soil may undergo large amplification of ground motion when subjected to lower amplitude ground motions.…”
Section: Guwahati and Its Seismicitymentioning
confidence: 99%