2004Journal of Structural and Construction Engineering (Transactions of AIJ)Open access

PRACTICAL METHOD TO EVALUATE RESPONSE SPECTRA OF BEDROCK MOTIONS USING AMPLIFICATION FACTORS FOR SITE CLASSES

Yasuo Uchiyama, Saburoh MIDORIKAWA

Open full text 4 citations

Abstract

Site amplification characteristics are indispensable for evaluating strong ground motions at soecific sites. Theoretical methods, such as 1-D wave propagation analysis, are often employed for this purpose. However, prereauisite structures are not necessarily obtained with ease. In the previous paper, we applied seven site classes in terms of average shear-wave velocity of ground from surface to 30m depth (V30) to site classification sheme. Site amplification factors, Fa for short periods and Fv for longer periods, for seven site classes were derived from strong ground motion records and nonlinear response analysis. In this paper, We proposed a practical method to evaluate response spectra on bedrock using site amplification factors, Fa and FV. The results showed that bedrock motions evaluated by the proposed method aereed with the results using theoretical 1-D analysis.

Open-access reader

About this research paper

What this paper is about

Site amplification characteristics are indispensable for evaluating strong ground motions at soecific sites. Theoretical methods, such as 1-D wave propagation analysis, are often employed for this purpose. However, prereauisite structures are not necessarily obtained with ease. In the previous paper, we applied seven site classes in terms of average shear-wave velocity of ground from surface to 30m depth (V30) to site classification sheme. Site amplification factors, Fa for short periods and Fv for longer periods, for seven site classes were derived from strong ground motion records and nonlinear response analysis. In this paper, We proposed a practical method to evaluate response spectra on bedrock using site amplification factors, Fa and FV. The results showed that bedrock motions evaluated by the proposed method aereed with the results using theoretical 1-D analysis.

Why it matters

OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Site amplification characteristics are indispensable for evaluating strong ground motions at soecific sites. Theoretical methods, such as 1-D wave propagation analysis, are often employed for this purpose. However, prereauisite structures are not necessarily obtained with ease. In the previous paper, we applied seven site classes in terms of average shear-wave velocity of ground from surface to 30m depth (V30) to site classification sheme. Site amplification factors, Fa for short periods and Fv for longer periods, for seven site classes were derived from strong ground motion records and nonlinear response analysis. In this paper, We proposed a practical method to evaluate response spectra on bedrock using site amplification factors, Fa and FV. The results showed that bedrock motions evaluated by the proposed method aereed with the results using theoretical 1-D analysis.

Key concepts: Bedrock, Ground motion, Geology, Wave velocity, Spectral line, Amplification factor, Nonlinear system, Shear (geology)

Related papers

Back to paper searchBrowse research topicsOriginal source
PRACTICAL METHOD TO EVALUATE RESPONSE SPECTRA OF BEDROCK MOTIONS USING AMPLIFICATION FACTORS FOR SITE CLASSES — Research Paper | ScholarLens