Sdof | List of Frontiers open access articles

Original Research

Published on 17 Jul 2018

Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion

in Earthquake Engineering

Hiroki Akehashi
Kotaro Kojima
Kohei Fujita
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2018.00034

3,638 views
13 citations

Original Research

Accepted on 30 Jan 2026

The influence of the target earthquake design level on the dynamic response of damped structures

in Earthquake Engineering

Stefano Silvestri
Michele Palermo
Antonio D'Anna

Frontiers in Built Environment

169 views

Original Research

Published on 18 Sep 2019

Collapse-Limit Input Level of Critical Double Impulse for Damped Bilinear Hysteretic SDOF System With Negative Post-yield Stiffness

in Earthquake Engineering

Yoshito Saotome
Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2019.00106

2,198 views
4 citations

Original Research

Published on 06 Feb 2018

A Simple Response Evaluation Method for Base-Isolation Building-Connection Hybrid Structural System under Long-Period and Long-Duration Ground Motion

in Earthquake Engineering

Kohei Hayashi
Kohei Fujita
Masaaki Tsuji
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2018.00002

5,693 views
33 citations

Original Research

Published on 09 Nov 2021

A Simple Critical Response Evaluation Method for Base-Isolation Building-Connection Hybrid System Under Double Impulse as Representative of Near-Fault Ground Motion

in Earthquake Engineering

Tomoya Nakamura
Kohei Fujita
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2021.790584

5,223 views
4 citations

Original Research

Published on 07 Nov 2018

Critical Ground Motion for Resilient Building Design Considering Uncertainty of Fault Rupture Slip

in Earthquake Engineering

Koki Makita
Kyoichiro Kondo
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2018.00064

2,983 views
6 citations

Original Research

Published on 09 Jun 2020

Hysteretic–Viscous Hybrid Damper System for Long-Period Pulse-Type Earthquake Ground Motions of Large Amplitude

in Earthquake Engineering

Shoki Hashizume
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2020.00062

4,262 views
17 citations

Original Research

Published on 05 Feb 2016

Critical Response of 2DOF Elastic–Plastic Building Structures under Double Impulse as Substitute of Near-Fault Ground Motion

in Earthquake Engineering

Ryo Taniguchi
Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2016.00002

11,246 views
18 citations

Original Research

Published on 12 Apr 2019

Optimal Active Control of Structures Using a Screw Jack Device and Open-Loop Linear Quadratic Gaussian Controller

in Earthquake Engineering

Ali Noormohamed
Oya Mercan
Ali Ashasi-Sorkhabi

Frontiers in Built Environment

doi 10.3389/fbuil.2019.00043

2,639 views
2 citations

Original Research

Published on 26 May 2017

Robustness Evaluation of Elastoplastic Base-Isolated High-Rise Buildings Subjected to Critical Double Impulse

in Earthquake Engineering

Kohei Fujita
Keisuke Yasuda
Yoshihiro Kanno
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2017.00031

3,907 views
12 citations

Original Research

Published on 16 Jul 2015

Displacement-Based Seismic Design of Symmetric Single-Storey Wood-Frame Buildings with the Aid of N2 Method

in Earthquake Engineering

Panagiotis Mergos
Katrin Beyer

Frontiers in Built Environment

doi 10.3389/fbuil.2015.00010

7,089 views
8 citations

Original Research

Published on 06 Mar 2025

Critical response of a single-degree-of-freedom system with bilinear hysteresis and viscous damping under triple impulse

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2025.1539299

1,323 views
2 citations

Articles

Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion

The influence of the target earthquake design level on the dynamic response of damped structures

Collapse-Limit Input Level of Critical Double Impulse for Damped Bilinear Hysteretic SDOF System With Negative Post-yield Stiffness

A Simple Response Evaluation Method for Base-Isolation Building-Connection Hybrid Structural System under Long-Period and Long-Duration Ground Motion

A Simple Critical Response Evaluation Method for Base-Isolation Building-Connection Hybrid System Under Double Impulse as Representative of Near-Fault Ground Motion

Critical Ground Motion for Resilient Building Design Considering Uncertainty of Fault Rupture Slip

Hysteretic–Viscous Hybrid Damper System for Long-Period Pulse-Type Earthquake Ground Motions of Large Amplitude

Critical Response of 2DOF Elastic–Plastic Building Structures under Double Impulse as Substitute of Near-Fault Ground Motion

Optimal Active Control of Structures Using a Screw Jack Device and Open-Loop Linear Quadratic Gaussian Controller

Robustness Evaluation of Elastoplastic Base-Isolated High-Rise Buildings Subjected to Critical Double Impulse

Displacement-Based Seismic Design of Symmetric Single-Storey Wood-Frame Buildings with the Aid of N2 Method

Critical response of a single-degree-of-freedom system with bilinear hysteresis and viscous damping under triple impulse