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Application Of The Distributed Plasticity Concept In Quick Nonlinear Analysis Of Reinforced Concrete Shear Walls Cover

Application Of The Distributed Plasticity Concept In Quick Nonlinear Analysis Of Reinforced Concrete Shear Walls

By: F. S. Trifa and  A. Cătărig  
Open Access
|Jun 2015

References

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  4. Brînzan I., Trifa F., 1988. Cercetări şi experimentări privind zvelteţea inimii diafragmelor din beton armat monolit cu legături transversale pe contur. Referat cu concluzii. Completare prescripţii tehnice şi propuneri pentru proiectarea tip, (Researches and Experimentations regarding the Slenderness of the Reinforced Concrete Shear-wall Webs with Boundary Transverse Connections. Report with conclusions. Supplement of Design Provisions and Proposals for the Design of the Type Buildings). INCERC – LSC, Bucureşti, Romania.
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  14. * * * EN 1992-1-1:2004. Eurocode 2: Design of concrete structures – Part 1 – 1: General rules and rulesfor buildings.
  15. Nuclear Power Engineering Corporation of Japan, 1996. Comparison Report, Seismic Shear Wall ISP, NUPEC’s Seismic Ultimate Dynamic Reasponse Test. Report No. NU-SSWISPD014, Organization for Economic Co-Operation and Development, Paris, 1996, 407 pp.
Language: English
Page range: 109 - 118
Submitted on: Mar 15, 2015
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Accepted on: Mar 30, 2015
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Published on: Jun 8, 2015
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2015 F. S. Trifa, A. Cătărig, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.