2014 ◽  
Vol 578-579 ◽  
pp. 1170-1176 ◽  
Author(s):  
Xue Jun Zhou ◽  
Rong Qian Yang ◽  
Xiao Ma ◽  
Yuan Xu

Complex structural pattern and behavior of Large-span steel structure result in famous research of health monitoring technology of this kind structure all over the world. Health monitoring to key parts of large-span steel structures during the construction and service process grasp the stress situation, which can ensure the safety of structures. In this paper, health monitoring project of Jinan Olympic Sports Center is introduced and the basis of test points’ layout is elaborated in detail. The result shows that the system designed is running stable, which means it has certain application value to other health monitoring to major engineering.


2000 ◽  
Vol 1696 (1) ◽  
pp. 193-201 ◽  
Author(s):  
Rob Heywood ◽  
Wayne Roberts ◽  
Ray Taylor ◽  
Ryan Andersen

Evaluation of in-field performance of bridges is dependent on many assumptions. Those associated with the analytical model (boundary conditions, influence of curbs, membrane action, the model, etc.) and the resistance model (material properties, condition, fatigue damage, etc.) are commonly recognized as the sources for the differences between theoretical strength and in-service strength as demonstrated by proof load testing worldwide. Likewise there are many assumptions associated with the loading model and the related load factors. Bridge health monitoring technology is providing the opportunity to monitor the in-service performance of bridges. A methodology is presented for undertaking a fitness-for-purpose evaluation (FPE) of bridges based on health monitoring and theoretical data. The methodology is set in the context of limit state codes and illustrated by four case studies, two from Australia and two from New Zealand. Each of the bridges is steel, lowly rated theoretically, and located on relatively low-trafficked routes. The outcome of the FPEs indicates that the structures are safe to remain in service under current loading conditions although interventions are suggested in the relatively short term. Health monitoring was also able to identify the reasons for the significant differences between the theoretical and the health monitoring results. Many of the reasons are related to the specific loading conditions at the site and could not readily have been identified using theoretical approaches, behavioral testing, or proof load testing. Although this technology has its limitations, it is providing better information for those involved in the decision-making process and helping to target actions based on risk.


2011 ◽  
Vol 211-212 ◽  
pp. 871-875
Author(s):  
Xiao Yan Zhao ◽  
Yuan Wei Yang

RFID technology is an untouched automatic identification technology, which can identify object automatically and acquire the relative data. It has the advantages of needing no manly intervention and being able to work in severe environment. Thus RFID technology has been used in many fields such as mechanics, material flow, electric power system etc. Although in-situ structure health monitoring has been researched almost forty years, many important problems have not been resolved, such as position identification of damage occurring in large scale structure, pre-evaluation of civil structure usage lifespan, etc. And also there are quantities of structure parameters which can not be acquired through in-situ health monitoring technology. Especially for the long span urban evaluated bridges and tunnels, the advantage of in-situ health monitoring is less obviously. In some means, manly structure inspection is the sufficiently supplement to in-situ health monitoring technology. Therefore, in this paper, a new urban railway structure inspection system is developed by adopting RFID system and personal digital assistant.


2011 ◽  
Vol 109 ◽  
pp. 415-419
Author(s):  
Ji Chao Zhang ◽  
Lei Ji ◽  
Kai Qi

Quayside container crane is a main lifting machinery in the seaports, which plays an important role in the trade contacts and transportation. This paper aims at the present security condition of quayside container crane, discusses the health monitoring problem of quayside container crane and introduces the health monitoring technology based on fiber bragg grating sensor, providing theoretical foundation for improving security condition of crane.


2016 ◽  
Vol 16 (3) ◽  
pp. 324-346 ◽  
Author(s):  
Venu Gopal Madhav Annamdas ◽  
Suresh Bhalla ◽  
Chee Kiong Soh

Asia is the largest and most populous continent in the world with over 45 million square kilometers of land mass and 4.5 billion people. Asia is characterized by numerous densely populated cities. Structural health monitoring is a non-issue for the underdeveloped countries where basic amenities of survival are more important. However, structural health monitoring is crucial for the developing countries, especially those with densely populated cities like Singapore, Mumbai, and Hong Kong, where any infrastructural failure could be devastating to their society and economy. Structural health monitoring of mechanical and aerospace structures is mostly similar worldwide, but of civil infrastructures could vary due to socio-economic, cultural, geographical, and governmental reasons across countries, and even across states within the same country. This article, which is an enhancement to the keynote paper of the International Workshop on Structural Health Monitoring (IWSHM 2015, Stanford University, USA), presents some of the better known structural health monitoring studies of key civil infrastructures in a few Asian countries. In addition, the authors’ research and applications of structural health monitoring technology carried out at the Nanyang Technological University for civil infrastructures in Singapore are presented. At the end, the authors also discuss recent work on energy harvesting using piezoelectric transducers as an alternative to wired structural health monitoring for automated and self-powered structural health monitoring.


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