EFFECT OF VERTICAL INPUT MOTIONS ON HORIZONTAL RESPONSES OF TWO-STORY WOODEN HOUSES WITH SLIDING BASE SYSTEMS

The purpose of this paper is to investigate the effect of vertical ground motion input on horizontal seismic responses of two-story wooden houses with sliding base systems. The two-dimensional frame model of a two-story wooden house was developed in OpenSees, and time history response analysis was conducted with/without vertical ground motion input. The maximum sliding displacement increased by 10 cm due to the decrease of friction force at a sliding base caused by vertical ground motion. The story drift angle and horizontal acceleration of the superstructure increased when the strong vertical ground motion inputted during the sliding motion.

Authors

Institutions

Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2025-08-31
DOI
https://doi.org/10.3130/aijs.90.1054
Primary Topic
Structural Analysis of Composite Materials
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

EFFECT OF VERTICAL INPUT MOTIONS ON HORIZONTAL RESPONSES OF TWO-STORY WOODEN HOUSES WITH SLIDING BASE SYSTEMS

Ai TOMITA, Yuki Takahashi, Yuji Miyazu, Masayuki NAGANO et al.
Journal of Structural and Construction Engineering (Transactions of AIJ)
Structural Analysis of Composite Materials
article

EFFECT OF VERTICAL INPUT MOTIONS ON HORIZONTAL RESPONSES OF TWO-STORY WOODEN HOUSES WITH SLIDING BASE SYSTEMS

Ai TOMITA, Yuki Takahashi, Yuji Miyazu, Masayuki NAGANO, Takashi Aoki, Takaki TOJO
article en

Abstract

The purpose of this paper is to investigate the effect of vertical ground motion input on horizontal seismic responses of two-story wooden houses with sliding base systems. The two-dimensional frame model of a two-story wooden house was developed in OpenSees, and time history response analysis was conducted with/without vertical ground motion input. The maximum sliding displacement increased by 10 cm due to the decrease of friction force at a sliding base caused by vertical ground motion. The story drift angle and horizontal acceleration of the superstructure increased when the strong vertical ground motion inputted during the sliding motion.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 90(835)
Tokyo University of Science (JP), Kyoto University (JP), National Research Institute for Earth Science and Disaster Resilience (JP), Takenaka (Japan) (JP)
Openalex Percentile: Top 77%
Structural Analysis of Composite Materials
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.