Elastic Plastic | List of Frontiers open access articles

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

11,260 views
18 citations

Original Research

Published on 29 Aug 2022

Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion

in Earthquake Engineering

Hiroki Akehashi
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2022.964867

1,654 views
2 citations

Original Research

Published on 11 Mar 2016

Closed-Form Dynamic Stability Criterion for Elastic–Plastic Structures under Near-Fault Ground Motions

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2016.00006

9,910 views
17 citations

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

2,200 views
4 citations

Original Research

Published on 07 Mar 2018

Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

in Earthquake Engineering

Hiroki Akehashi
Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2018.00005

5,142 views
18 citations

Original Research

Published on 22 Jan 2016

Closed-Form Critical Earthquake Response of Elastic–Plastic Structures on Compliant Ground under Near-Fault Ground Motions

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2016.00001

11,051 views
27 citations

Original Research

Published on 27 Jul 2015

Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1: Fling-Step Input)

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2015.00012

34,856 views
96 citations

Original Research

Published on 15 Sep 2015

Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2015.00015

15,415 views
42 citations

Original Research

Published on 03 Aug 2015

Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2: Forward-Directivity Input)

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2015.00013

30,957 views
49 citations

Original Research

Published on 14 Aug 2020

Mechanical Aspects of Deformation-Induced Surface Roughening in the Presence of Inclusions in a Subsurface Layer. Numerical Modeling

in Tribology

Varvara Romanova
Ekaterina Dymnich
Ruslan Balokhonov
Olga Zinovieva

Frontiers in Mechanical Engineering

doi 10.3389/fmech.2020.00066

3,153 views
3 citations

Original Research

Published on 28 Jul 2017

Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion

in Earthquake Engineering

Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2017.00041

4,183 views
13 citations

Original Research

Published on 07 Mar 2019

Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse

in Earthquake Engineering

Hiroki Akehashi
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2019.00020

6,328 views
52 citations

Original Research

Published on 09 Jan 2019

Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions

in Earthquake Engineering

Yoshito Saotome
Kotaro Kojima
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2018.00081

2,607 views
5 citations

Original Research

Published on 09 Oct 2020

Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions

in Earthquake Engineering

Akira Kawai
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2020.588980

2,593 views
3 citations

Original Research

Published on 09 Dec 2020

Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse

in Earthquake Engineering

Hiroki Akehashi
Izuru Takewaki

Frontiers in Built Environment

doi 10.3389/fbuil.2020.623832

3,488 views
21 citations

Original Research

Published on 07 Jun 2021

Gas Bubble Evolution in Polycrystalline UMo Fuels Under Elastic-Plastic Deformation: A Phase-Field Model With Crystal-Plasticity

in Structural Materials

Shenyang Hu
Benjamin Beeler

Frontiers in Materials

doi 10.3389/fmats.2021.682667

3,102 views
6 citations

Articles

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

Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion

Closed-Form Dynamic Stability Criterion for Elastic–Plastic Structures under Near-Fault Ground Motions

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

Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

Closed-Form Critical Earthquake Response of Elastic–Plastic Structures on Compliant Ground under Near-Fault Ground Motions

Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1: Fling-Step Input)

Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions

Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2: Forward-Directivity Input)

Mechanical Aspects of Deformation-Induced Surface Roughening in the Presence of Inclusions in a Subsurface Layer. Numerical Modeling

Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion

Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse

Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions

Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions

Simultaneous Optimization of Elastic-Plastic Building Structures and Viscous Dampers Under Critical Double Impulse

Gas Bubble Evolution in Polycrystalline UMo Fuels Under Elastic-Plastic Deformation: A Phase-Field Model With Crystal-Plasticity