Skip to main content

EN
ÍS

Forsíða

Forsíða

Ching-Yi Tsai - Rannsóknasérfræðingur

Ching-Yi Tsai

–

Verkfræði- og náttúruvísindasvið

Ching-Yi Tsai

Rannsóknasérfræðingur

Aðsetur
VR-2 / V02-351
Tölvupóstur
cytsai [hjá] hi.is

Starfseining
Umhverfis- og byggingarverkfræði, rannsóknir

ORCID vefsíða
https://orcid.org/0000-0002-0122-2575
Rannsóknagátt – Ching-Yi Tsai

Útgefið efni

2024

Development of a new abutment connection for rapid construction
Seismic design and analysis of truss-confined buckling-restrained bracesEarthquake Engineering and Structural Dynamics

2023

Ný tenging milli forsteypts stöpulveggjar og staðsteypts sökkuls í brúargerðUpp í vindinn
New Connection Between Precast Abutment Wall and CIP Foundation Suitable for Accelerated Bridge Construction
Building Bridges Faster

2022

Numerical modeling of U-shaped reinforced concrete walls, NorthQuake 2022
Numerical modeling of U-shaped reinforced concrete walls, NorthQuake 2022

2020

Seismic responses of RC braced frames with buckling-restrained braces connected to corbelsAdvanced Steel Construction
Seismic fracture evaluation of diaphragm joints in welded beam-to-box column moment connectionsEarthquake Engineering and Structural Dynamics
Electro-slag weld fractures in seismic steel beam-to-box column moment connectons
Inelastic behavior and seismic design of multistory chevron-braced frames with yielding beamsJournal of Constructional Steel Research

2019

Evaluating out-of-plane stability for welded BRBs considering flexural restrainer and gusset rotationsJournal of Constructional Steel Research

2018

Seismic performance analysis of BRBs and gussets in a full-scale 2-story BRB-RCF specimenEarthquake Engineering and Structural Dynamics

2017

Cyclic tests of steel plate shear walls using box-shape vertical boundary elements with or without infill concreteEarthquake Engineering and Structural Dynamics

2016

Bidirectional substructure pseudo-dynamic tests and analysis of a full-scale two-story buckling-restrained braced frameEarthquake Engineering and Structural Dynamics

2015

Comparison of web plate numerical models for self-centering steel plate shear wallsEarthquake Engineering and Structural Dynamics

2014

Pseudo-dynamic Performance Evaluation of Full Scale Seismic Steel Braced Frames Using Buckling-Restrained and In-Plane Buckling Braces
Experimental investigations on steel plate shear walls using box columns with or without infill concrete

2013

Earthquake response analyses of a full-scale five-story steel frame equipped with two types of dampersEarthquake Engineering and Structural Dynamics
Seismic design and hybrid tests of a full-scale three-story concentrically braced frame using in-plane buckling bracesEarthquake Spectra

2012

Investigation of the seismic response of three-story special concentrically braced framesJournal of Constructional Steel Research
Seismic design and hybrid tests of a full-scale three-story buckling-restrained braced frame using welded end connections and thin profileEarthquake Engineering and Structural Dynamics

2011

Analytical simulations for shaking table tests of a full scale buckling restrained braced frameProcedia Engineering

2010

Cyclic responses of three 2-story seismic concentrically braced framesFrontiers of Architecture and Civil Engineering in China
Large Scale Seismic Testing of Steel-Framed Structures at NCREE

2009

Effects of horizontal restrainer on seismic performance of steel plate shear wall
Experimental and analytical responses of 2-story steel concentrically X-braced framesJournal of the Chinese Institute of Civil and Hydraulic Engineering

2006

Bi-directional sub-structural pseudo-dynamic tests of a full-scale 2-story BRBF, Part 2
Bi-directional sub-structural pseudo-dynamic testing of a fullscale 2-story BRBF, Part 1