Suchun Yang
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View article: Multi-Objective Optimization for PTO Damping of Floating Offshore Wind–Wave Hybrid Systems Under Extreme Conditions
Multi-Objective Optimization for PTO Damping of Floating Offshore Wind–Wave Hybrid Systems Under Extreme Conditions Open
Floating offshore wind–wave hybrid systems, as a novel structural form integrating floating wind turbine foundations and WECs, can effectively enhance the efficiency of renewable energy utilization when properly designed. A numerical model…
View article: Optimization Design of Dynamic Cable Configuration Considering Thermo-Mechanical Coupling Effects
Optimization Design of Dynamic Cable Configuration Considering Thermo-Mechanical Coupling Effects Open
During operation, dynamic cables endure coupled thermo-mechanical loads (mechanical: tension/bending; thermal: power transmission) that degrade stiffness, amplifying extreme responses and impairing configuration optimization. To address th…
View article: Study on time effect of bearing capacity of Offshore Large Diameter Monopiles
Study on time effect of bearing capacity of Offshore Large Diameter Monopiles Open
In order to improve the evaluation ability of bearing capacity of offshore large-diameter monopile, the initial high strain detection and repeated high strain detection with an interval of 10-84 days were carried out on 6 large-diameter mo…
View article: DEM STUDY ON THE PENETRATION OF JACKED PILES INTO LAYERED SOFT CLAY
DEM STUDY ON THE PENETRATION OF JACKED PILES INTO LAYERED SOFT CLAY Open
In order to explore the variation law of soil particle displacement and pile force around piles during penetration process, the DEM (Discrete Element Method) model is used to test the penetration of pile foundation in layered soft soil fou…
View article: Analytical Solution for Estimating Bearing Capacity of a Closed Soil Plug: Verification Using An On-Site Static Pile Test
Analytical Solution for Estimating Bearing Capacity of a Closed Soil Plug: Verification Using An On-Site Static Pile Test Open
When the open-ended pile penetrates the soil layer, the resistance generated by the soil plug cannot be ignored. A pile with a full-size pressure sensor installed at pile tip can detect resistance more accurately than a microsensor when th…
View article: A New Approach to Explore the Surface Profile of Clay Soil Using White Light Interferometry
A New Approach to Explore the Surface Profile of Clay Soil Using White Light Interferometry Open
In order to have a better understanding of the real contact area of granular materials, the white light interference method is applied to explore the real surface morphology of clay soils under high stress. Analysis of the surface profile …
View article: Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor
Field Test of Excess Pore Water Pressure at Pile–Soil Interface Caused by PHC Pipe Pile Penetration Based on Silicon Piezoresistive Sensor Open
Prestressed high-strength concrete (PHC) pipe pile with the static press-in method has been widely used in recent years. The generation and dissipation of excess pore water pressure at the pile–soil interface during pile jacking have an im…
View article: ANALYTICAL SOLUTION AND FIELD TEST OF CRITICAL BEARING CAPACITY AND SETTLEMENT OF PILE TIP
ANALYTICAL SOLUTION AND FIELD TEST OF CRITICAL BEARING CAPACITY AND SETTLEMENT OF PILE TIP Open
In order to explore the relationship between the critical bearing capacity and settlement of closed pile tip pierced into the soil, based on the Boussinesq solution and the Kelvin solution, the analytical solution between the critical bear…
View article: Experimental Study on the Influence of Opening and Closing on the Penetration Characteristics of Static Pressure PHC Pipe Pile
Experimental Study on the Influence of Opening and Closing on the Penetration Characteristics of Static Pressure PHC Pipe Pile Open
To monitor the pile-sinking process of high-strength prestressed concrete (PHC) pipe piles more accurately and study the variation laws of pile-pushing force, pile axial force, pile end resistance, and pile side friction resistance with pe…
View article: Measurements of Penetration Characteristics of Jacked Piles in Clayey Soil Based on Fiber Bragg Gratings
Measurements of Penetration Characteristics of Jacked Piles in Clayey Soil Based on Fiber Bragg Gratings Open
© 2020, Chinese Lasers Press. All right reserved. To extensively study the applicability of Fiber Bragg grating (FBGs) sensing technology in the penetration test of jacked piles, a large-scale model test system is used to conduct the penet…
View article: Research on Agent-based Economic Decision Model Systems
Research on Agent-based Economic Decision Model Systems Open
Based on an analysis of the development of economic decision support systems, agents are applied to construct intelligent economic decision support systems. This paper proposes a task-oriented agent design concept and designs multiple type…
View article: APPLICATION OF BIM DURING LEAN CONSTRUCTION OF HIGH-RISE BUILDINGS
APPLICATION OF BIM DURING LEAN CONSTRUCTION OF HIGH-RISE BUILDINGS Open
At present, the construction industry is in urgent need of a big transformation from the traditional extensive development model to achieve transformation and upgrading. The cooperative application mode of lean construction and BIM is the …
View article: Facile Preparation of Fe3O4/C Nanocomposite and Its Application for Cost-Effective and Sensitive Detection of Tryptophan
Facile Preparation of Fe3O4/C Nanocomposite and Its Application for Cost-Effective and Sensitive Detection of Tryptophan Open
In this study, we reported facile synthesis of Fe3O4/C composite and its application for the cost-effective and sensitive determination of tryptophan (Trp) in human serum samples. Fe3O4/C composites were prepared by a simple one-pot hydrot…
View article: STUDY ON THE INTERACTION BETWEEN FORMWORK SHORING SYSTEMS AND RC STRUCTURES IN A HIGH-RISE BUILDING DURING CONSTRUCTION 2
STUDY ON THE INTERACTION BETWEEN FORMWORK SHORING SYSTEMS AND RC STRUCTURES IN A HIGH-RISE BUILDING DURING CONSTRUCTION 2 Open
In the construction process of high-rise building structure, the formwork temporary supports and the concrete structure are considered as a whole. Quantifying the load under the template supports can provide a better reference for the desi…
View article: Field tests on excess pore pressure and soil pressure of pile-soil interface for a single pile during pile-sinking in clay
Field tests on excess pore pressure and soil pressure of pile-soil interface for a single pile during pile-sinking in clay Open
Stress change of pile-soil interface for jacked-in piles during pile-sinking in clay is a topic of concern in the geotechnical engineering. A full-scale jacked-in pile is penetrated into the clay in Dongying city of China and studied by mo…