All Outputs (87)

Numerical Study on Elastic Parameter Identification of Large-Span Steel Truss Structures Based on Strain Test Data (2022)
Journal Article
Zhang, Y., Zhou, A., Xu, H., & Zhang, H. (2022). Numerical Study on Elastic Parameter Identification of Large-Span Steel Truss Structures Based on Strain Test Data. Buildings, 12(11), Article 1861. https://doi.org/10.3390/buildings12111861

Large-span steel trusses are widely used in public buildings such as large-span factory buildings, exhibition halls, gymnasiums, and bridges because of their fast construction speed and easy industrial manufacturing. Due to construction errors and en... Read More about Numerical Study on Elastic Parameter Identification of Large-Span Steel Truss Structures Based on Strain Test Data.

Novel visual crack width measurement based on backbone double-scale features for improved detection automation (2022)
Journal Article
Tang, Y., Huang, Z., Chen, Z., Chen, M., Zhou, H., Zhang, H., & Sun, J. (2023). Novel visual crack width measurement based on backbone double-scale features for improved detection automation. Engineering Structures, 274, Article 115158. https://doi.org/10

State-of-the-art machine-vision systems have limitations associated with crack width measurements. The sample points used to describe the crack width are often subjectively defined by experimenters, which obscures the crack width ground truth. Conseq... Read More about Novel visual crack width measurement based on backbone double-scale features for improved detection automation.

A three-stage criterion method for extracting local vibration modes of tensioned cables in beam string structures (2022)
Journal Article
Zhang, T., Zhang, Y., & Zhang, H. (2022). A three-stage criterion method for extracting local vibration modes of tensioned cables in beam string structures. Frontiers in Materials, 9, Article 1055635. https://doi.org/10.3389/fmats.2022.1055635

As light and efficient large-span space structures, beam string structures have been widely used since the 1980s. Within them, cables are the main force-bearing component; their level of tension determines the overall stiffness, performance and struc... Read More about A three-stage criterion method for extracting local vibration modes of tensioned cables in beam string structures.

Nonlinear response of RC columns subjected to equal energy-double impact loads (2022)
Journal Article
Tantrapongsaton, W., Hansapinyo, C., Limkatanyu, S., Zhang, H., & Vimonsatit, V. (2022). Nonlinear response of RC columns subjected to equal energy-double impact loads. Buildings, 12(9), Article 1420. https://doi.org/10.3390/buildings12091420

Defining the damage and deflection from the impact by using only the impact energy could be misleading due to the effect of the impact momentum. In addition, reinforced concrete columns might be subjected to repeated impact loading. Hence, this study... Read More about Nonlinear response of RC columns subjected to equal energy-double impact loads.

Analysis of colliding index on impact behavior of RC columns under repeated impact loading (2022)
Journal Article
Tantrapongsaton, W., Hansapinyo, C., Wongmatar, P., Limkatanyu, S., Zhang, H., & Charatpangoon, B. (2022). Analysis of colliding index on impact behavior of RC columns under repeated impact loading. Computers and Concrete, 30(1), 19-32. https://doi.org/1

This paper presents an investigation into the failure of RC columns under impact loadings. A numerical simulation of 19 identical RC columns subjected to single and repeated impact loadings was performed. A free-falling hammer was dropped at midspan... Read More about Analysis of colliding index on impact behavior of RC columns under repeated impact loading.

Effect of graphene oxide nanoparticles on blast load resistance of steel fiber reinforced concrete (2022)
Journal Article
Jamnam, S., Maho, B., Techaphatthanakon, A., Ruttanapun, C., Aemlaor, P., Zhang, H., & Sukontasukkul, P. (2022). Effect of graphene oxide nanoparticles on blast load resistance of steel fiber reinforced concrete. Construction and Building Materials, 343,

Concrete structures may occasionally be subjected to both intentional or unintentional explosions which could cause casualties and damage to properties. Advance research on protective structures are important to enhance blast resistance of materials,... Read More about Effect of graphene oxide nanoparticles on blast load resistance of steel fiber reinforced concrete.

Static and Free Vibration Analyses of Single-Walled Carbon Nanotube (SWCNT)-Substrate Medium Systems (2022)
Journal Article
Limkatanyu, S., Sae-Long, W., Sedighi, H. M., Rungamornrat, J., Sukontasukkul, P., Imjai, T., & Zhang, H. (2022). Static and Free Vibration Analyses of Single-Walled Carbon Nanotube (SWCNT)-Substrate Medium Systems. Nanomaterials, 12(10), Article 1740. ht

This paper proposes a novel nanobar-substrate medium model for static and free vibration analyses of single-walled carbon nanotube (SWCNT) systems embedded in the elastic substrate medium. The modified strain-gradient elasticity theory is utilized to... Read More about Static and Free Vibration Analyses of Single-Walled Carbon Nanotube (SWCNT)-Substrate Medium Systems.

Comparing building performance of supermarkets under future climate change: UK case study (2022)
Journal Article
Hasan, A. U., Bahadori-Jahromi, A., Mylona, A., Ferri, M., & Zhang, H. (2022). Comparing building performance of supermarkets under future climate change: UK case study. Advances in Energy Research, 8(1), 73-93. https://doi.org/10.12989/eri.2022.8.0.000

Focus on climate change and extreme weather conditions has received considerable attention in recent years. Civil engineers are now focusing on designing buildings that are more eco-friendly in the face of climate change. This paper describes the res... Read More about Comparing building performance of supermarkets under future climate change: UK case study.

Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar (2022)
Journal Article
Intarabut, D., Sukontasukkul, P., Phoo-n gernkham, T., Zhang, H., Yoo, D., Limkatanyu, S., & Chindaprasirt, P. (2022). Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar. Nanomaterials, 12(6), Article 943.

In this study, the influence of graphene oxide nanoparticles on the bond-slip behavior of fiber and fly ash-based geopolymer paste was examined. Geopolymer paste incorporating a graphene oxide nanoparticles solution was cast in half briquetted specim... Read More about Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar.

Flexibility-Based Stress-Driven Nonlocal Frame Element: Formulation and Applications (2022)
Journal Article
Limkatanyu, S., Sae-Long, W., Sedighi, H. M., Rungamornrat, J., Sukontasukkul, P., Zhang, H., & Chindaprasirt, P. (2023). Flexibility-Based Stress-Driven Nonlocal Frame Element: Formulation and Applications. Engineering with Computers, 39(1), 399-417. htt

In the present work, a novel flexibility-based nonlocal frame element for size-dependent analyses of nano-sized frame-like structures is proposed. The material small-scale effect is consistently represented by the stress-driven nonlocal integral mode... Read More about Flexibility-Based Stress-Driven Nonlocal Frame Element: Formulation and Applications.

The Effect of Occupants’ Behaviour on the Building Performance Gap: UK Residential Case Studies (2022)
Journal Article
Bahadori-Jahromi, A., Salem, R., Mylona, A., Hasan, A. U., & Zhang, H. (2022). The Effect of Occupants’ Behaviour on the Building Performance Gap: UK Residential Case Studies. Sustainability, 14(3), Article 1362. https://doi.org/10.3390/su14031362

Studies have shown that the assumptions used to create dynamic thermal models of buildings do not reflect their actual energy use. Bridging the energy performance gap is vital in ensuring that a designed or retrofitted building meets the energy perfo... Read More about The Effect of Occupants’ Behaviour on the Building Performance Gap: UK Residential Case Studies.

Thermal and Acoustic Properties of Sustainable Structural Lightweight Aggregate Rubberized Concrete (2022)
Journal Article
Pongsopha, P., Sukontasukkul, P., Zhang, H., & Limkatanyu, S. (2022). Thermal and Acoustic Properties of Sustainable Structural Lightweight Aggregate Rubberized Concrete. Results in Engineering, 13, Article 100333. https://doi.org/10.1016/j.rineng.2022.1

This study investigated the effect crumb rubber recycled from wasted tires on properties of structural lightweight aggregate concrete (LWAC). Two types of concrete were tested: control LWAC and rubberized lightweight aggregate concrete (RLWAC). The... Read More about Thermal and Acoustic Properties of Sustainable Structural Lightweight Aggregate Rubberized Concrete.

Seismic behavior of non seismically designed eccentric reinforced concrete beam column joints (2021)
Journal Article
Liu, Y., Wong, S. H., Zhang, H., Kuang, J. S., Lee, P., & Kwong, W. (2021). Seismic behavior of non seismically designed eccentric reinforced concrete beam column joints. Earthquakes and Structures, An International Journal, 21(6), 613-625. https://doi.or

Non seismically designed eccentric reinforced concrete beam column joints were extensively used in existing reinforced concrete frame buildings, which were found to be vulnerable to seismic action in many incidences. To provide a fundamental understa... Read More about Seismic behavior of non seismically designed eccentric reinforced concrete beam column joints.

An Eigendecomposition-based and Mesh-sensitivity Reduced Constitutive Model for Nonlinear Analysis of Concrete Structures under Non-proportional Cyclic Loading (2021)
Journal Article
Yuen, T. Y., Wen, T., Hung, C., Zhang, H., Huy Pham, P. A., & Deng, Y. (2022). An Eigendecomposition-based and Mesh-sensitivity Reduced Constitutive Model for Nonlinear Analysis of Concrete Structures under Non-proportional Cyclic Loading. Journal of Buil

Emerging 3D printed concrete techniques has raised numerous possibilities in contemporary architectural creations that are often beyond the scope of prevailing structural design standards. Rigorous, three-dimensional, and nonlinear finite element ana... Read More about An Eigendecomposition-based and Mesh-sensitivity Reduced Constitutive Model for Nonlinear Analysis of Concrete Structures under Non-proportional Cyclic Loading.

Study on Crack Width and Crack Resistance of Eccentrically Tensioned Steel-Reinforced Concrete Members Prestressed by CFRP Tendons (2021)
Journal Article
Deng, Y., Gui, J., Zhang, H., Taliercio, A., Zhang, P., Wong, S. H. F., Sukontasukkul, P., Khan, A., Li, L., Tang, Y., & Chen, X. (2022). Study on Crack Width and Crack Resistance of Eccentrically Tensioned Steel-Reinforced Concrete Members Prestressed by

In recent decades, steel-reinforced concrete (SRC) members under eccentrical tension have been adopted more frequently in modern buildings due to the constraints of more complex structural design/detailing that accompanying contemporary architectural... Read More about Study on Crack Width and Crack Resistance of Eccentrically Tensioned Steel-Reinforced Concrete Members Prestressed by CFRP Tendons.

Residual Strength of Reinforced Concrete Beams under Sequential Small Impact Loads (2021)
Journal Article
Chayanon, H., Limkutanyu, S., Zhang, H., & Imjai, T. (2021). Residual Strength of Reinforced Concrete Beams under Sequential Small Impact Loads. Buildings, 11(11), Article 518. https://doi.org/10.3390/buildings11110518

Abstract: Sequential small impact loads may not collapse structures directly but could weaken the strength of structures. This study aimed to investigate the impact of these sequential small impact loads on the strength of the reinforced concrete be... Read More about Residual Strength of Reinforced Concrete Beams under Sequential Small Impact Loads.

Verification of the Photogrammetric Approach on the Torsion Test Method for Timber Beams (2021)
Journal Article
Mohamed, A., Uheida, K., Quan, Y., & Zhang, H. (2022). Verification of the Photogrammetric Approach on the Torsion Test Method for Timber Beams. International Wood Products Journal, 13(1), 3-14. https://doi.org/10.1080/20426445.2021.1983690

The photogrammetric approach was proposed in this study to evaluate torsional behaviour of glulam timber beams during the torsion test. The main objectives of the experimental work were to investigate the applicability of the photogrammetric approach... Read More about Verification of the Photogrammetric Approach on the Torsion Test Method for Timber Beams.

Performance study on mounting system for displacement transducer in mechanical tests of timber samples using photogrammetry method (2021)
Journal Article
Mohamed, A., Zhang, H., Deng, Y., Lehmann, M., Sigrist, C., Uheida, K., Zheng, Y., Bahadori-Jahromi, A., Shahidan, S., & Caudoux, R. (2022). Performance study on mounting system for displacement transducer in mechanical tests of timber samples using photo

This paper presents a unique study to reveal the effect of the mounting system of the linear variable differential transformer (LVDT) on the mechanical property tests of timber materials. This effect has been overlooked in the past but proven to be s... Read More about Performance study on mounting system for displacement transducer in mechanical tests of timber samples using photogrammetry method.

Determining equivalent-sectional shear modulus in torsion tests for laminated glass beams using photogrammetry method (2021)
Journal Article
Uheida, K., Deng, Y., Zhang, H., Galuppi, L., Gao, J., Li, X., Huang, S., Qin, X., Wong, S. H. F., Guo, J., Zhang, G., & Mohamed, A. (2021). Determining equivalent-sectional shear modulus in torsion tests for laminated glass beams using photogrammetry met

This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated glass beams experimentally by introducing the Equivalent-Sectional Shear Modulus (ESSM), that is directly measured from the torque and sectional-rota... Read More about Determining equivalent-sectional shear modulus in torsion tests for laminated glass beams using photogrammetry method.

Tendon Stress Evaluation of Unbonded Post-Tensioned Concrete Segmental Bridges with Two-variable Response Surfaces (2021)
Journal Article
Halder, R., Yuen, T. Y., Chen, W., Zhou, X., Deb, T., Zhang, H., & Wen, T. (2021). Tendon Stress Evaluation of Unbonded Post-Tensioned Concrete Segmental Bridges with Two-variable Response Surfaces. Engineering Structures, 245, Article 112984. https://doi

This paper comprehensively studied the combined effects of prestress change and aspect ratios on the nonlinear structural performances of externally prestressed precast concrete segmental bridges (PCSB). An experimentally validated discrete-finite el... Read More about Tendon Stress Evaluation of Unbonded Post-Tensioned Concrete Segmental Bridges with Two-variable Response Surfaces.