Affiliation:
1. Shandong Jianzhu University
Abstract
“Strong column and weak beam” failure rarely occurred in the Wenchuan earthquake, and the reasons were analyzed in this paper. A new type of frame column is presented, i.e. green high-performance fiber-reinforced cementitious composites (GHPFRCC) column, and the seismic behaviors are discussed. And this new type of structural member is vital to improve the seismic capacity of the frame structure.
Publisher
Trans Tech Publications, Ltd.
Reference14 articles.
1. X.Z. Lu, Y. Li and L.P. Ye: Theory and design method for progressive collapse prevention of concrete structures, China architecture and building press, Beijing, 2011. (in Chinese).
2. S.A. Sheikh, M.T. Toklucu, Reinforced concrete columns confined by circular spirals and hoops, ACI Structural Journal. 90 (1993) 542-553.
3. H. Toutanji, B. Xu, J. Gilbert, et al. Properties of poly(vinyl alcohol) fiber reinforced high-performance organic aggregate cementitious material: Converting brittle to plastic, Construction and Building Materials. 24 (2010) 1-10.
4. P. Pliya, A-L. Beaucour and A. Noumowé, Contribution of cocktail of polypropylene and steel fibres in improving the behaviour of high strength concrete subjected to high temperature, Construction and Building Materials. 25 (2011) 1926-(1934).
5. M.D. Symans, F.A. Charney, A.S. Whittaker, et al, Energy dissipation systems for seismic applications: current practice and recent developments, Journal of Structure Engineering. 134 (2008) 3-21.
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