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Retrofitting the Structure of the Catalytic Cracking Reactor, from Petrobrazi Refinery, Ploieşti by Transforming the Steel Structure into a Moment Resisting Frame and Enhancing the Damping of the Structure by Means of Viscous Dampers Cover

Retrofitting the Structure of the Catalytic Cracking Reactor, from Petrobrazi Refinery, Ploieşti by Transforming the Steel Structure into a Moment Resisting Frame and Enhancing the Damping of the Structure by Means of Viscous Dampers

Open Access
|Jan 2016

References

  1. [1]. Bețea S., Vezeanu. (2009). Alternative solutions for steel structures with centric bracing. 4th National Conference for Seismic Engineering
  2. [2]. Crăifăleanu I.G. (2005). Nonlinear models with a variance degree in seismic engineering.
  3. [3]. Hwang J.S. Seismic Design of Structures with Viscous Dampers (2002). International Training Programs for Seismic Design of Building Structures.
  4. [4]. FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation Of Buildings (2000).
  5. [5]. FEMA 273. NHERP Guidelines for Seismic Rehabilitation of Buildings (1997)
  6. [6]. Trevor E. Kelly – Holmes Design Group. In-Structure Damping and Energy Dissipation (2001). www.holmesgroup.com
  7. [7]. Marcu D. (2001). The active response of the structures to the dynamic actions by using the dampers with additional mass.
Language: English
Page range: 33 - 49
Published on: Jan 22, 2016
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2016 Ionuţ Vasilescu, Emil Tănase, Dragoş Marcu, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.