Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Zong Guang Sun"'
Publikováno v:
Structural Monitoring and Maintenance. 2:65-75
Among the destruction instances of half-through arch bridges, the shorter hangers are more likely to be ruined. For a thorough investigation of the hanger system durability, we have studied vehicle impact effect on hangers with vehicle-bridge couplin
Publikováno v:
Advanced Materials Research. :1390-1393
This paper proposes a new damage warning process for structural health monitoring (SHM) system, which utilizes probability analysis on information of frequency abnormal development. This process was introduced to analyze information collected in freq
Publikováno v:
Applied Mechanics and Materials. :705-709
The simulation models concrete filled steel tubular arch was constructed by using a finite element software, the 1/4 vehicle model and vehicle vibration equilibrium equation were derived by D Alemberts principle, samples of each bridge roughness were
Publikováno v:
Applied Mechanics and Materials. :1269-1272
Based on the statistics probability of certain order frequenciy deviates from its normal range, this paper puts forward a new damage alarm index and corresponding damage alarming method for structural health monitoring. Demonstrating the feasibility
Publikováno v:
Applied Mechanics and Materials. :1214-1217
Based on the statistical probability of abnormal frequency offset, this paper puts forward a new structural damage alarm index. Demonstrating the feasibility of corresponding structural damage alarming method, this article introduces the index to ana
Autor:
Zong Guang Sun, Yuan Shao
Publikováno v:
Applied Mechanics and Materials. :2393-2397
Error sensibility analysis of finite element model is widely used to obtain high-accuracy model, which is very important for structure simulation, damage identification and health diagnosis. ANSYS finite element software is used to build the initial
Publikováno v:
Applied Mechanics and Materials. :1295-1298
This paper demonstrates a new abnormal index based on frequency change for structural health monitoring (SHM) which utilizes probability and statistics method. And it was introduced to analyze a steel frame. The results show it could indicate the abn
Publikováno v:
Applied Mechanics and Materials. :2513-2520
Static and dynamic test of 85m span half-through steel tube concrete truss arch were in. Follow contents were determined in the static test:control section deflection of steel tube concrete arch rib under test load;deck control section deflection and
Publikováno v:
Applied Mechanics and Materials. :2387-2392
The experiment which based on the stress performance of unbonded and bonded prestressed concrete beam, has made a systematically research on the stress and strain variation law of pretressing tendon in the aforementioned reinforcement prestressed con
Publikováno v:
Advanced Materials Research. :2299-2302
This paper addresses a new damage alarming method of structural health monitoring (SHM) which utilizes statistic method on information in frequency domain. The emphasis in this paper is on the application of this method to the benchmark structure by