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Prof Dr. Yan Shi | Seismic response sprectra  | Best Researcher Award

Prof Dr. Lanzhou University of Technology, China

Yan Shi is the Director of the Road and Bridge Engineering Department at Lanzhou University of Technology. He leads major projects on seismic damage analysis, bridge engineering, and performance degradation. He is a recipient of provincial talent project honors and has been involved in significant national research initiatives.

 

Professional Profiles:

Scopus

🎓 Academic and Professional Background 🎓

Yan Shi is the Director of the Road and Bridge Engineering Department at the School of Civil Engineering, Lanzhou University of Technology. He leads key provincial talent projects and oversees a first-class course in civil engineering. His expertise encompasses advanced seismic design, structural engineering, and earthquake risk assessment.

Journals Published: 📰

ENGINEERING STRUCTURESSTRUCTURESSHOCK AND VIBRATIONJOURNAL OF EARTHQUAKE ENGINEERINGSOIL DYNAMICS AND EARTHQUAKE ENGINEERINGINTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS

Editorial Appointments:

National Natural Science Foundation Project Communication Evaluation ExpertAcademic Dissertation Evaluation Expert of the Ministry of EducationMember of the Education Work Committee of Gansu Civil and Architectural SocietyChina Construction Eighth Bureau Infrastructure Technical Expert

Areas of Research: 🔬

Nonlinear Mechanical Behavior of Long-Span BridgesEarthquake Failure Mechanism and Damage Evaluation of BridgesSeismic Design Theory of Bridge StructuresBridge Energy Dissipation Damping Control SystemsFunctional Restorable (Ductile) Structures for BridgesCorrelation of Environmental Impact on Seismic Performance of Bridges

Contributions: 🌟

Prof. Yan Shi has published over 60 academic papers, with more than 30 included in SCI/EI. His work has been cited over 1,000 times, and he has seven highly impactful papers selected as academic masterpieces.

Self-Declaration

I authenticate that to the best of my knowledge the information given in this form is correct and complete. At any time, if I am found to have concealed any material information, my application shall be liable to be summarily terminated without notice. I have read the terms and conditions and other policies of the Awards and agree to them.

✍️Publications Top Note :

Bonding-Slip Behaviour of Steel-Concrete Interfaces in CFDST Members with PBL Ribs

Authors: Shi, Y.-L., Ren, J.-X., Fan, J.-H., Wang, W.-D., Wang, H.-C.

Journal: Engineering Structures

Year: 2024

Volume: 314

Article Number: 118384

DOI: 10.1016/j.engstruct.2024.118384

Abstract: This study investigates the bonding-slip behavior of steel-concrete interfaces in Concrete-Filled Double-Skin Tubular (CFDST) members with Perforated Bonding Layers (PBL) ribs, focusing on the impact of interface properties on structural performance.

2. Bionic Corrugated Sandwich Cylindrical Tubes Subjected to Transverse Impact

Authors: Zheng, L., Li, F.-Q., Wang, W.-D., Shi, Y.-L.

Journal: Structures

Year: 2024

Volume: 64

Article Number: 106599

DOI: 10.1016/j.istruc.2024.106599

Abstract: This paper explores the transverse impact performance of bionic corrugated sandwich cylindrical tubes, analyzing their impact resistance and potential applications in structural engineering.

3. Performance of Rectangular SRCFST Stub Columns Under Long-Term Loading and Preload on Steel Tube

Authors: Wu, X.-M., Shi, Y.-L., Zheng, L., Wang, W.-D.

Journal: Structures

Year: 2024

Volume: 61

Article Number: 106110

DOI: 10.1016/j.istruc.2024.106110

Abstract: This research examines the performance of rectangular Steel-Reinforced Concrete-Filled Steel Tubular (SRCFST) stub columns under long-term loading conditions, including the effects of preload on the steel tube.

4. Experimental Study on Lateral Impact Behavior of Square Steel-Reinforced Concrete-Filled Steel Tubular Members After Exposure to Fire

Authors: Ji, S., Wang, W., Zhao, H., Wang, R., Shi, Y.

Journal: Jianzhu Jiegou Xuebao/Journal of Building Structures

Year: 2024

Volume: 45(3)

Pages: 148–159

Abstract: This study investigates the lateral impact behavior of square steel-reinforced concrete-filled steel tubular (SRCFST) members after exposure to fire, assessing their structural integrity and performance.

5. Experimental and Numerical Study on Hysteretic Behaviour of Concrete-Filled Double Tubular Columns

Authors: Wang, W., Chen, Y., Ji, S., Shi, Y.

Journal: Jianzhu Jiegou Xuebao/Journal of Building Structures

Year: 2024

Volume: 45(1)

Pages: 128–138

Abstract: This paper presents both experimental and numerical investigations into the hysteretic behavior of concrete-filled double tubular columns, focusing on their response under cyclic loading.

6. A Study on the Mechanical Behavior of Precast Concrete Shear Wall Structure with Hybrid Connection of Section Steel

Authors: Yuan, Y., Mou, F., Shi, Y., Wang, W.

Journal: Progress in Steel Building Structures

Year: 2024

Volume: 26(1)

Pages: 65–76

DOI: 10.1016/j.psbs.2024.106599

Abstract: This research investigates the mechanical behavior of precast concrete shear wall structures with hybrid connections of section steel, evaluating their performance under various loading conditions.

7. Numerical Studies on Creep Behaviour of SRCFST Columns with Initial Stress of Steel Tube

Authors: Jia, Z.-L., Shi, Y.-L., Wang, W.-D., Zheng, L.

Journal: Journal of Constructional Steel Research

Year: 2023

Volume: 211

Article Number: 108214

DOI: 10.1016/j.jcsr.2023.108214

Abstract: This study provides numerical analyses of the creep behavior of SRCFST columns, focusing on the impact of initial stresses in the steel tube on long-term deformation.

8. Machine Learning Models for Predicting Axial Compressive Capacity of Circular CFDST Columns

Authors: Hong, Z.-T., Wang, W.-D., Zheng, L., Shi, Y.-L.

Journal: Structures

Year: 2023

Volume: 57

Article Number: 105285

DOI: 10.1016/j.istruc.2023.105285

Abstract: This paper explores the use of machine learning models for predicting the axial compressive capacity of circular Concrete-Filled Double-Skin Tubular (CFDST) columns.

9. Lateral Impact Behaviour of Post-Fire Steel-Reinforced Concrete-Filled Steel Tubular Members: Experiment and Evaluation Method

Authors: Ji, S.-H., Wang, W.-D., Chen, W., Shi, Y.-L., Xian, W.

Journal: Engineering Structures

Year: 2023

Volume: 293

Article Number: 116612

DOI: 10.1016/j.engstruct.2023.116612

 

Yan Shi | Seismic response sprectra | Best Researcher Award

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