(PDF) Earthquake Response Characteristics of Equivalent

Earthquake Response Characteristics of Equivalent Sdof System Reduced From One-Story Asymmetric Buildings and Prediction of Higher Mode Responses

Journal of Structural and Construction Engineering - Japan

doi 10.3130/aijs.71.123_3

Full Text

Abstract

Available in full text

Categories

Date

January 1, 2006

Authors

Hiroshi KURAMOTO

Tatsunori HOSHI

Publisher

Architectural Institute of Japan

Related search

Evaluation of Earthquake Response for Each Frame of Multi-Story Asymmetric Buildings

Journal of Structural and Construction Engineering

English

Damping Effectiveness Based on the Defference of Response Spectra and Drifted Equivalent Linearization for Response Prediction of Sdof System

Journal of Structural and Construction Engineering

English

Study on Dynamic Characteristics of Pile Top Seismic Isolation Buildings by Earthquake Response Analysis

Journal of Structural and Construction Engineering

English

A Simplified Nonlinear Analysis Procedure for Multi-Story Asymmetric Buildings

Journal of Structural and Construction Engineering

English

2) PLASTIC VIBRATIONS OF BUILDINGS : On the Seismic Coefficient for Plastic Design of One Story Buildings

Transactions of the Architectural Institute of Japan

English

Seismic Response and Evaluation of SDOF Self-Centering Friction Damping Braces Subjected to Several Earthquake Ground Motions

Advances in Materials Science and Engineering

Materials Science

English

Role of Higher-“Mode” Pushover Analyses in Seismic Analysis of Buildings

Earthquake Spectra

Geotechnical Engineering

Engineering Geology

English

Study on Earthquake Response of Buildings Considering Site Amplification Effect

Journal of Structural and Construction Engineering

English

An Analytical Model for Dynamic Response of an Elastic Sdof System Fixed on Top of a Rocking Single-Story Frame Structure: Experimental Validation

English