Report

• 資料種別: 図書
• タイトル: Report
• 著者標目: University of Southern California. Dept. of Civil Engineering; https://ci.nii.ac.jp/author/DA10101853
• 出版事項: University of Southern California. Dept. of Civil Engineering
• 大きさ: 28 cm
• 出版地（国名コード）: us
• 対象利用者: 一般
• 関連情報: Preliminary empirical model for scaliang Pseudo Relative velocity spectra of strong earthquake acceleration in terms of magnitude, distance, site intensity and recording site conditions; https://cir.nii.ac.jp/crid/1130000793901458944; A postearthquake response analysis of the Imperial County Service Building in El Centro; https://cir.nii.ac.jp/crid/1130000797136214656; Frequency dependent attenuation of strong earthquake ground motion; https://cir.nii.ac.jp/crid/1130282268836961408; Attenuation of Modified Mercalli Intensity for small epicentral distance in California; https://cir.nii.ac.jp/crid/1130282269730107264; Investigation of earthquake response of simple bridge structures; https://cir.nii.ac.jp/crid/1130282269789459840; Dynamic behavior of a high-rise diagonally braced steel building; https://cir.nii.ac.jp/crid/1130282270336492544; Preliminary empirical model for scaliang Fourier amplitude spectra of strong ground acceleration in terms of earthquake magnitude, source to station distance, site intensity and recording site conditions; https://cir.nii.ac.jp/crid/1130282270403831424; Effects of soil structure interaction on the response of buildings during the strong earthquake ground motion; https://cir.nii.ac.jp/crid/1130282271247239680; Investigation of scattering and diffraction of plane seismic waves through two dimensional inhomogeneties; https://cir.nii.ac.jp/crid/1130282272736714112
• 関連情報（URI）: https://ci.nii.ac.jp/ncid/BA2830138X#entity
• 連携機関・データベース: 国立情報学研究所 : CiNii Research
• 提供元機関・データベース: CiNii Books; https://ci.nii.ac.jp/books
• NACSIS書誌ID（NCID）: https://ci.nii.ac.jp/ncid/BA2830138X : BA2830138X

目次

Preliminary empirical model for scaliang Pseudo Relative velocity spectra of strong earthquake acceleration in terms of magnitude, distance, site intensity and recording site conditions

A postearthquake response analysis of the Imperial County Service Building in El Centro

Frequency dependent attenuation of strong earthquake ground motion

Attenuation of Modified Mercalli Intensity for small epicentral distance in California

Investigation of earthquake response of simple bridge structures