GROUND MOTION PREDICTION MODEL AND PROBABILISTIC SEISMIC HAZARD ANALYSIS IN TERMS OF NATURAL PERIOD DEPENDENT SPECTRUM INTENSITY-Reference-Cited by-同舟云学术

GROUND MOTION PREDICTION MODEL AND PROBABILISTIC SEISMIC HAZARD ANALYSIS IN TERMS OF NATURAL PERIOD DEPENDENT SPECTRUM INTENSITY

Published:2023-10-20 Issue:73 Volume:29 Page:1227-1231
ISSN:1341-9463
Container-title:AIJ Journal of Technology and Design
language:en
Short-container-title:AIJ J. Technol. Des.

Author:

ITOI Tatsuya¹,TOMOZAWA Yusuke²,FURUKAWA Taishi²,MORI Yasuhiro³

Affiliation:

1. School of Engineering, The Univ. of Tokyo

2. KAJIMA Technical Research Institute

3. Graduate School of Environmental Studies, Nagoya Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijt/29/73/29_1227/_pdf

Reference20 articles.

1. 1) FEMA: Seismic Performance Assessment of Buildings. Volume 1 –Methodology. FEMA P-58, 2018.

2. 2) van der Burg, L., Kohrangi, M., Vamvatsikos D. and Bazzurro, P.: A Risk-based Evaluation of Direct Displacement-based Design, Bulletin of Earthquake Engineering, Vol. 20, pp. 6611–6633, 2022.

3. 3) 国土交通省建築研究所[編]：改正建築基準法の構造関係規定の技術的背景, ぎょうせい, 2001.

4. 4) Mori, Y., Yamanaka, T., and Nakashima, M.: Estimation of Displace Response of Steel Moment Frame Considering Post-Elastic Modal Shape, Journal of Structural Engineering, Vol. 50B, pp. 425-434, 2004.3 (in Japanese) 森保宏, 山中貴司, 中島正愛：降伏後のモード形を考慮した鋼構造骨組の変位応答評価法, 構造工学論文集, 50B, pp. 425-434, 2004.

5. 5) Furukawa, T. and Mori, Y.: Simplified Method for Estimating Maximum Displacement of Inelastic Oscillator based on Natural Period-Dependent Spectrum Intensity, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 85, No. 773, pp.869-878, 2020.7. (in Japanese) 古川大志, 森保宏：固有周期依存型スペクトル強さに基づく弾塑性一質点系の簡易最大変位応答評価法, 日本建築学会構造系論文集, 第 85 巻, 第 773 号, pp. 869-878, 2020.7.