J.Y. Richard Liew

ORCID: 0000-0002-0078-9043
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About
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Research Areas
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Fire effects on concrete materials
  • Structural Response to Dynamic Loads
  • Structural Engineering and Vibration Analysis
  • Structural Analysis and Optimization
  • Innovative concrete reinforcement materials
  • High-Velocity Impact and Material Behavior
  • Innovations in Concrete and Construction Materials
  • Composite Structure Analysis and Optimization
  • Structural Health Monitoring Techniques
  • Structural Integrity and Reliability Analysis
  • Structural Analysis of Composite Materials
  • BIM and Construction Integration
  • Concrete Corrosion and Durability
  • Geotechnical Engineering and Underground Structures
  • Fire dynamics and safety research
  • Seismic Performance and Analysis
  • Mechanical stress and fatigue analysis
  • Concrete and Cement Materials Research
  • Architecture and Computational Design
  • Structural Engineering and Materials Analysis
  • Transportation Safety and Impact Analysis
  • Mechanical Behavior of Composites
  • Metal Forming Simulation Techniques

National University of Singapore
2015-2024

Ministry of the Environment and Water Resources
2023

Nanjing Tech University
2015-2021

Queensland University of Technology
2014

Eindhoven University of Technology
2011

University of Wollongong
2009

Delft University of Technology
2004-2007

ExxonMobil (United States)
2004

Technology Centre for Offshore and Marine, Singapore
2000-2003

American Society of Civil Engineers
2000

A test programme was carried out to investigate the performance of 27 axially loaded column specimens, including 18 steel tubes infilled with ultra-high strength concrete ( UHSC) compressive close 200 MPa, 4 normal NSC) and 5 hollow tubes. Steel fibres were added into UHSC study their effect in enhancing ductility strength. Concrete filled double-tube columns also investigated for potential application multi-storey high-rise constructions. Test results showed that tubular achieved...

10.1260/1369-4332.15.9.1487 article EN Advances in Structural Engineering 2012-09-01

10.1016/j.jcsr.2014.04.018 article EN Journal of Constructional Steel Research 2014-05-13

Experimental results of spalling and residual mechanical properties ultra-high performance concrete after exposure to high temperatures are presented in this paper.The compressive strength the ultrahigh ranged from 160 MPa~185 MPa.This study aimed discover effective way prevent for gauge its it was subjected fire.The effects fiber type, dosage, heating rate curing condition were investigated.Test showed that elastic modulus declined slower than those normal elevated...

10.3989/mc.2015.00715 article EN cc-by Materiales de Construcción 2015-11-10

10.1016/j.jcsr.2016.12.007 article EN Journal of Constructional Steel Research 2016-12-21
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