Study on impermanent supporting system of large-span spatial structure and structure conversion technology during construction

Author(s):  
Zhang YuLan ◽  
Chen ZhiHua ◽  
Liu Yongjian
2011 ◽  
Vol 233-235 ◽  
pp. 2773-2777
Author(s):  
Xiang Zhao ◽  
She Liang Wang ◽  
Jian Bo Dai ◽  
Xi Cheng Zhao ◽  
Xi Yu Zhu

Focuses on the dynamical collapse of large-span spatial structure, this paper uses giant magnetostrictive material as the main component to design a kind of new GMM actuator, which could used in active vibration control of large-span spatial structure. The genetic algorithm has been used to optimize the position of actuators in large-span spatial structure, and the optimization of the results has been analyzed by numerical simulation. The research shows that the GMM actuator has fine actuator effectiv.


2010 ◽  
Vol 118-120 ◽  
pp. 246-250
Author(s):  
Ying Yu ◽  
Ying Xi ◽  
Meng Ru Li

Retractable roof becomes popular in recent years because it can make the roof close, open or partly open to meet different purpose. The roof status can be changed according to climate condition outside. It can make people inside feel more comfortable and save energy sometimes. Mechanical system of retractable roof plays a very important role in system safety and reliability. With the experience of retractable roof of Kunshan indoor stadium, design of mechanical driving and supporting system is introduced. Calculation method for key parts and limitation for architecture structure are provided. This paper provides helpful reference for design of mechanical system on retractable roof.


2019 ◽  
Vol 6 (2) ◽  
pp. 181035 ◽  
Author(s):  
Pengjiao Jia ◽  
Wen Zhao ◽  
Xi Du ◽  
Yang Chen ◽  
Chaozhe Zhang ◽  
...  

This study presents a novel construction pre-supporting system for large underground space excavation with shallow depth, Steel Tube Slab system (STS), in which adjacent steel pipes are connected by a couple of flanges, bolts and concrete for flexural capacity and lateral stiffness of the whole structure. The STS method is employed for the first time for the construction of the ultra-shallow buried and large span subway station in China, during which ground settlement and structural deformation are monitored. A numerical model for the subway station is established with reliability verified by monitored data comparison from numerical results and investigation on the effect of large span underground excavation on surrounding soil surrounding soil and existing buildings in soft soils. Unlike traditional methods, the STS method can effectively control and reduce the ground settlement during construction, thereby rendering it ideally suited for application in soft soils.


2011 ◽  
Vol 368-373 ◽  
pp. 1023-1029
Author(s):  
Xiang Zhao ◽  
She Liang Wang ◽  
Xi Cheng Zhao ◽  
Jian Bo Dai

Focused on the dynamical collapse of large-span spatial structure, this paper uses giant magnetostrictive material to design a kind of new GMM actuator, which could be used in active vibration control of large-span spatial structure. The genetic algorithm has been used to optimize the position of actuators in large-span spatial structure and the structure of fuzzy control system is introduced. A standard fuzzy logic controller is designed. Fuzzy control routine established by the matlab software is used to carry on the active control simulation analysis on the long-span spatial structures. The research shows that the GMM actuator has fine actuating effectiveness, and can improve the computational efficiency of optimization design at the same time. The genetic algorithm also achieves the overall optimization of the structure and the effect to the fuzzy control is obvious.


2011 ◽  
Vol 317-319 ◽  
pp. 116-119
Author(s):  
Fan Wang

The application of fiber reinforced polymer (FRP) rebar to large Span Spatial Structure is one of the topics in forward position nationwide and internationally. The properties of FRP rebar, such as high tensile strength, light weight, strong resistance to corrosion and fatigue, material design ability and weight reduction and so on, pave the way to its application to Large Span Spatial Structure. Based on the summary of relevant studies at home and abroad, the applications and research of FRP, such as CFRP poles, Composite Laminated Plate and FRP light roof, rebar to Large Span Spatial Structure are introduced in the paper. Finally, the prospects and some problems needed to further researched are put forward.


2020 ◽  
Vol 33 ◽  
pp. 50-54
Author(s):  
Hui Tian ◽  
Feipeng Liu ◽  
Xuejun Liu ◽  
Lvhe Dong ◽  
Dong Li ◽  
...  

2012 ◽  
Vol 461 ◽  
pp. 589-592
Author(s):  
Da Hua Li ◽  
An Hui Wang ◽  
Yan Mei Chen

Taking Hefei Grand Theatre as an example, this paper discussed the relevant issues in big supporting system for template design and construction. It analyzed bearing capacity checking and the force checking of the main bar. It elaborated the main points in construction of template supporting system. Practice has proved that the design of high-modulus. Long-span template supporting system for the project is feasible. The implementation of the program not only reached the design requirements, but also ensured the construction quality, safety and construction period.


2011 ◽  
Vol 255-260 ◽  
pp. 225-229
Author(s):  
Yun Long Yao ◽  
Shi Lin Dong ◽  
Guang Ying Ma

The stuctural characteristics of large-span annular tensile calbe-truss structural system are introduced. Configuration and classification method for large-span annular tensile calbe-truss structural system are studied based on existing projects and researches, and then several new structural forms are put forward. A series of new composite spatial structures composed of the annular tensile canopy structure and other spatial structure are proposed. The study on classification issues should be beneficial to form-selection, design and construction of such structural system.


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