The assembly coastal building technique initiated at home and abroad,is for a novel vertical standing harbor structure.Its main concept is the assembling components which can be combined and locked together to form a ...The assembly coastal building technique initiated at home and abroad,is for a novel vertical standing harbor structure.Its main concept is the assembling components which can be combined and locked together to form a large caisson.Its application and future are discussed for a building.After many years of application and tests,the technique has a high stability,a wide range of application,low workload and fast construction speed.It can be widely applied in future for harbor engineering projects.展开更多
Models for the design of assembly processes are considered. Various models for the voice control of an industrial robot are considered: a logical model, semantic networks, a frame model and Petri nets. It is shown tha...Models for the design of assembly processes are considered. Various models for the voice control of an industrial robot are considered: a logical model, semantic networks, a frame model and Petri nets. It is shown that this set of models allows describing the process of designing the technological process for an industrial robot. The logical model of the technological process allows you to define logical relationships. A model based on semantic networks describes the relationship between assembly units in a detail. This allows you to determine the order and method of registration, as well as the mutual orientation of assembly units in the product. The frame model provides the ability to streamline the execution of the build process. A model based on Petri nets allows one to describe the type and sequence of technological transitions. Based on the proposed models, a method of voice control for an industrial robot is developed. The basic principles of voice control for an industrial robot are considered.展开更多
Viscoelastic damper is an effective passive damping device,which can reduce the seismic response of the structure by increasing the damping and dissipating the vibration energy of structures.It has a wide application ...Viscoelastic damper is an effective passive damping device,which can reduce the seismic response of the structure by increasing the damping and dissipating the vibration energy of structures.It has a wide application prospect in actual structural vibration control because of simple device and economical material.In view of the poor seismic behaviors of assembled frame structure connections,various energy dissipation devices are proposed to improve the seismic performance.The finite element numerical analysis method is adopted to analyze relevant energy dissipation structural parameters.The response spectrum of a 7-story assembled frame structure combined the ordinary steel support,ordinary viscoelastic damper,and viscoelastic damper with displacement amplification device is analyzed.The analysis results show that the mechanical behavior of assembled frame structure with ordinary steel supports are not significantly different from those without energy dissipation devices.The assembled frame structure with viscoelastic damper has better seismic performance and energy dissipation,especially for the viscoelastic damper with displacement amplification devices.The maximum value of inter-story displacement angle decreases by 32.24%;the maximum floor displacement decreases by 31.91%,and the base shear decreases by 13.62%compared with the assembled frame structures without energy dissipation devices.The results show that the seismic fortification ability of the structure is significantly improved,and the overall structure is more uniformly stressed.The damping structure with viscoelastic damper mainly reduces the dynamic response of the structure by increasing the damping coefficient,rather than by changing the natural vibration period of the structure.This paper provides an effective theoretical basis and reference for improving the energy dissipation system and the seismic performance of assembled frame structures.展开更多
The frame of membrane electrode assembly(MEA)influences the durability of proton exchange membrane fuel cell(PEMFC).In this paper,the thermal shock bench was applied as an accelerated aging test to explore the effect ...The frame of membrane electrode assembly(MEA)influences the durability of proton exchange membrane fuel cell(PEMFC).In this paper,the thermal shock bench was applied as an accelerated aging test to explore the effect of frame sealing structure on MEA durability at different temperatures.Analysis of scanning electron microscope(SEM)images reveals that thermal shock results in the formation of cracks on the exposed proton exchange membrane(PEM)at the gap between the frame and the active area.Moreover,it breaks the bonding interface between the frame and the membrane and leads to the debonding of the adhesive,which exacerbates the risk of crossover of the reactant gas.A comparison of the single-layer and improved double-layer frame structures reveal that the mechanical damage is caused by frequent membrane wrinkles in the gap under temperature shock.However,addition of a cushion layer improves the continuity between the frame and the active area,and reduces deformation of the membrane,thereby preventing membrane damage.展开更多
This study presents a structural analysis algorithm called the finite particle method （FPM） for kinematically indeterminate bar assemblies. Different from the traditional analysis method, FPM is based on the combina...This study presents a structural analysis algorithm called the finite particle method （FPM） for kinematically indeterminate bar assemblies. Different from the traditional analysis method, FPM is based on the combination of the vector mechanics and numerical calculations. It models the analyzed domain composed of finite particles. Newton＇s second law is adopted to describe the motions of all particles. A convected material flame and explicit time integration for the solution procedure is also adopted in this method. By using the FPM, there is no need to solve any nonlinear equations, to calculate the stiffness matrix or equilibrium matrix, which is very helpful in the analysis of kinematically indeterminate structures. The basic formulations for the space bar are derived, following its solution procedures for bar assemblies. Three numerical examples are analyzed using the FPM. Results obtained from both the straight pretension cable and the suspension cable assembly show that the FPM can produce a more accurate analysis result. The motion simulation of the four-bar space assembly demonstrates the capability of this method in the analysis ofkinematically indeterminate structures.展开更多
The weak layer of steel concrete (RC) frame structure is easy to destroy under the action of the earthquake, the damage mechanism is more difficult to control. Severe damage to the building structure after the earthqu...The weak layer of steel concrete (RC) frame structure is easy to destroy under the action of the earthquake, the damage mechanism is more difficult to control. Severe damage to the building structure after the earthquake, resulting in too high repair costs or having to dismantle and rebuild. In order to improve and enhance the anti-seismic performance of the RC framework structure, energy consumption devices are added between the frame columns to achieve the effect of reducing the RC frame structure damage and improving the seismic performance of the RC frame structure. In this article, high-performance fiber-enhanced cement base composite materials fabricated energy consumption walls are prepared in the RC frame structure to form a new type of seismic structure system of RC frame-prefabricated HPFRCC energy consumption wall. This article uses the power timing analysis of the ABAQUS finite element software to study the anti-seismic performance, influencing factors and energy consumption distribution of the RC frame-prefabricated HPFRCC energy wall structural system.展开更多
With the rising labor cost, energy saving and environmental protection, formwork-free and bracing-free and other fabricated building technologies gradually mature, and the construction market has been promoted from th...With the rising labor cost, energy saving and environmental protection, formwork-free and bracing-free and other fabricated building technologies gradually mature, and the construction market has been promoted from the original government encouragement to the present construction units independent requirements to adopt fabricated practices. Nowadays, many industrial factories and civil frame structures have adopted prefabricated technology. Compared with traditional frame structures, prefabricated buildings have higher requirements in design, production and construction and some problems have been exposed in the process of promotion and implementation which requires us to consider more comprehensively and work more carefully in the design of prefabricated frame structures.展开更多
In this paper, the structural form of the project is frame structure, and the prefabrication rate is 80%. The main structures such as column, beam, laminated plate, balcony plate, toilet plate, exterior wall plate, gu...In this paper, the structural form of the project is frame structure, and the prefabrication rate is 80%. The main structures such as column, beam, laminated plate, balcony plate, toilet plate, exterior wall plate, gutter and parapet and so on are prefabricated components. According to the construction organization process of the project, the construction process of the assembled integral concrete frame structure is discussed. Firstly, the key preparation work in the early stage of prefabricated construction site is analyzed from three aspects: construction flow section division, component yard layout and component delivery plan. Secondly, the paper analyzes the construction organization process of the project, focusing on the interpenetration of construction processes. Finally, considering the key construction procedures and main influencing factors, the construction methods and solutions are put forward and applied to improve the adjustment of column reserved reinforcement, vertical grouting connection of precast column, supporting mode of external retaining wall of frame structure, hoisting mode of high prefabricated component and special planning of prefabricated construction with BIM Technology. For the next step in-depth study of the prefabricated construction technology and provide the basis for guiding the prefabricated construction of frame structure.展开更多
基金supported by the National Natural Science Foundation of China(Grant No.50639010)the "Blue Project" of Jiangsu Province
文摘The assembly coastal building technique initiated at home and abroad,is for a novel vertical standing harbor structure.Its main concept is the assembling components which can be combined and locked together to form a large caisson.Its application and future are discussed for a building.After many years of application and tests,the technique has a high stability,a wide range of application,low workload and fast construction speed.It can be widely applied in future for harbor engineering projects.
文摘Models for the design of assembly processes are considered. Various models for the voice control of an industrial robot are considered: a logical model, semantic networks, a frame model and Petri nets. It is shown that this set of models allows describing the process of designing the technological process for an industrial robot. The logical model of the technological process allows you to define logical relationships. A model based on semantic networks describes the relationship between assembly units in a detail. This allows you to determine the order and method of registration, as well as the mutual orientation of assembly units in the product. The frame model provides the ability to streamline the execution of the build process. A model based on Petri nets allows one to describe the type and sequence of technological transitions. Based on the proposed models, a method of voice control for an industrial robot is developed. The basic principles of voice control for an industrial robot are considered.
基金supported by Foundation of Henan Educational Committee(20A560004,J.Z.)Foundation of Henan Science and Technology Project(182102311086,Y.W.)Foundation for University Key Teacher(YCJQNGGJS201901,J.Z.,YCJXSJSDTR201801,Y.W.,Henan University of Urban Construction).
文摘Viscoelastic damper is an effective passive damping device,which can reduce the seismic response of the structure by increasing the damping and dissipating the vibration energy of structures.It has a wide application prospect in actual structural vibration control because of simple device and economical material.In view of the poor seismic behaviors of assembled frame structure connections,various energy dissipation devices are proposed to improve the seismic performance.The finite element numerical analysis method is adopted to analyze relevant energy dissipation structural parameters.The response spectrum of a 7-story assembled frame structure combined the ordinary steel support,ordinary viscoelastic damper,and viscoelastic damper with displacement amplification device is analyzed.The analysis results show that the mechanical behavior of assembled frame structure with ordinary steel supports are not significantly different from those without energy dissipation devices.The assembled frame structure with viscoelastic damper has better seismic performance and energy dissipation,especially for the viscoelastic damper with displacement amplification devices.The maximum value of inter-story displacement angle decreases by 32.24%;the maximum floor displacement decreases by 31.91%,and the base shear decreases by 13.62%compared with the assembled frame structures without energy dissipation devices.The results show that the seismic fortification ability of the structure is significantly improved,and the overall structure is more uniformly stressed.The damping structure with viscoelastic damper mainly reduces the dynamic response of the structure by increasing the damping coefficient,rather than by changing the natural vibration period of the structure.This paper provides an effective theoretical basis and reference for improving the energy dissipation system and the seismic performance of assembled frame structures.
基金supported by the National Key Research and Development Program of China(Grant No.2021YFB4001801).
文摘The frame of membrane electrode assembly(MEA)influences the durability of proton exchange membrane fuel cell(PEMFC).In this paper,the thermal shock bench was applied as an accelerated aging test to explore the effect of frame sealing structure on MEA durability at different temperatures.Analysis of scanning electron microscope(SEM)images reveals that thermal shock results in the formation of cracks on the exposed proton exchange membrane(PEM)at the gap between the frame and the active area.Moreover,it breaks the bonding interface between the frame and the membrane and leads to the debonding of the adhesive,which exacerbates the risk of crossover of the reactant gas.A comparison of the single-layer and improved double-layer frame structures reveal that the mechanical damage is caused by frequent membrane wrinkles in the gap under temperature shock.However,addition of a cushion layer improves the continuity between the frame and the active area,and reduces deformation of the membrane,thereby preventing membrane damage.
基金supported by the National Natural Science Foundation of China (No. 50638050)the National High-Tech R&D (863) Program (No. 2007AA04Z441), China
文摘This study presents a structural analysis algorithm called the finite particle method （FPM） for kinematically indeterminate bar assemblies. Different from the traditional analysis method, FPM is based on the combination of the vector mechanics and numerical calculations. It models the analyzed domain composed of finite particles. Newton＇s second law is adopted to describe the motions of all particles. A convected material flame and explicit time integration for the solution procedure is also adopted in this method. By using the FPM, there is no need to solve any nonlinear equations, to calculate the stiffness matrix or equilibrium matrix, which is very helpful in the analysis of kinematically indeterminate structures. The basic formulations for the space bar are derived, following its solution procedures for bar assemblies. Three numerical examples are analyzed using the FPM. Results obtained from both the straight pretension cable and the suspension cable assembly show that the FPM can produce a more accurate analysis result. The motion simulation of the four-bar space assembly demonstrates the capability of this method in the analysis ofkinematically indeterminate structures.
文摘The weak layer of steel concrete (RC) frame structure is easy to destroy under the action of the earthquake, the damage mechanism is more difficult to control. Severe damage to the building structure after the earthquake, resulting in too high repair costs or having to dismantle and rebuild. In order to improve and enhance the anti-seismic performance of the RC framework structure, energy consumption devices are added between the frame columns to achieve the effect of reducing the RC frame structure damage and improving the seismic performance of the RC frame structure. In this article, high-performance fiber-enhanced cement base composite materials fabricated energy consumption walls are prepared in the RC frame structure to form a new type of seismic structure system of RC frame-prefabricated HPFRCC energy consumption wall. This article uses the power timing analysis of the ABAQUS finite element software to study the anti-seismic performance, influencing factors and energy consumption distribution of the RC frame-prefabricated HPFRCC energy wall structural system.
文摘With the rising labor cost, energy saving and environmental protection, formwork-free and bracing-free and other fabricated building technologies gradually mature, and the construction market has been promoted from the original government encouragement to the present construction units independent requirements to adopt fabricated practices. Nowadays, many industrial factories and civil frame structures have adopted prefabricated technology. Compared with traditional frame structures, prefabricated buildings have higher requirements in design, production and construction and some problems have been exposed in the process of promotion and implementation which requires us to consider more comprehensively and work more carefully in the design of prefabricated frame structures.
文摘In this paper, the structural form of the project is frame structure, and the prefabrication rate is 80%. The main structures such as column, beam, laminated plate, balcony plate, toilet plate, exterior wall plate, gutter and parapet and so on are prefabricated components. According to the construction organization process of the project, the construction process of the assembled integral concrete frame structure is discussed. Firstly, the key preparation work in the early stage of prefabricated construction site is analyzed from three aspects: construction flow section division, component yard layout and component delivery plan. Secondly, the paper analyzes the construction organization process of the project, focusing on the interpenetration of construction processes. Finally, considering the key construction procedures and main influencing factors, the construction methods and solutions are put forward and applied to improve the adjustment of column reserved reinforcement, vertical grouting connection of precast column, supporting mode of external retaining wall of frame structure, hoisting mode of high prefabricated component and special planning of prefabricated construction with BIM Technology. For the next step in-depth study of the prefabricated construction technology and provide the basis for guiding the prefabricated construction of frame structure.
