scholarly journals Classical impact damper and pendulum impact damper for potential civil engineering application.

1990 ◽  
pp. 113-124
Author(s):  
George Sy CHUA ◽  
Benito M. PACHECO ◽  
Yozo FUJINO ◽  
Manabu ITO
2018 ◽  
Author(s):  
Gianluca Cicala ◽  
Sandeep Sailesh Kumar ◽  
Ignazio Blanco ◽  
Giuseppe Manuele ◽  
Antonino Recca

2010 ◽  
Vol 168-170 ◽  
pp. 1342-1347
Author(s):  
Xiao Yong Zhou ◽  
Bing Shuang Xu ◽  
Na Li

The application of FRP materials in civil engineering is now a hot spot in the research and development of the international civil engineering field. To conclude on the basis of previous experience, this paper summarizes and reviews current state about the research and use of FRP, while the prospect of using outlook FRP reinforcement to promote the construction in civil engineering application is also given.


1991 ◽  
Vol 8 (3) ◽  
pp. 134-144 ◽  
Author(s):  
Shinya Kikuchi ◽  
Natasa Vukadinović ◽  
Said M. Easa

2012 ◽  
Vol 568 ◽  
pp. 3-6
Author(s):  
Ke Wei Ding ◽  
Xiang Zhang

As construction industrialization is springing up in our country, precast concrete frame structure,as a result,has been developing rapidly. Based on a host of articles about precast concrete frame structure system at home and abroad,it,in this paper,summarized and prospected the latest stress performance research of precast concrete frame structure and up-to-date engineering application. Further more, total assembled node and seismic behavior of precast concrete frame structure is also pointed out as what is needed to study in the future.


2006 ◽  
Vol 326-328 ◽  
pp. 1733-1736 ◽  
Author(s):  
Seung Sik Lee ◽  
Soon Jong Yoon ◽  
Sung Yong Back

The use of pultruded fiber reinforced polymeric (FRP) members in civil engineering applications can greatly reduce construction time and maintenance cost of structures, because pultruded members have high specific strength and excellent corrosion resistance compared to steel and concrete. Pultruded members for civil engineering application are mostly made of a polymeric resin system reinforced with E-glass fibers and, as a result, they have low elastic moduli. Therefore, stability is an important issue in the design of pultruded members. In this paper, the results of an experimental investigation into the global buckling behavior of pultruded thin-walled members subjected to axial compression are presented. The analytical solutions are validated through a comparison with the results of FE analysis as well as the experimental results.


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