Open Access

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


Cite

[1]. Bețea S., Vezeanu. (2009). Alternative solutions for steel structures with centric bracing. 4th National Conference for Seismic EngineeringSearch in Google Scholar

[2]. Crăifăleanu I.G. (2005). Nonlinear models with a variance degree in seismic engineering.Search in Google Scholar

[3]. Hwang J.S. Seismic Design of Structures with Viscous Dampers (2002). International Training Programs for Seismic Design of Building Structures.Search in Google Scholar

[4]. FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation Of Buildings (2000).Search in Google Scholar

[5]. FEMA 273. NHERP Guidelines for Seismic Rehabilitation of Buildings (1997)Search in Google Scholar

[6]. Trevor E. Kelly – Holmes Design Group. In-Structure Damping and Energy Dissipation (2001). www.holmesgroup.comSearch in Google Scholar

[7]. Marcu D. (2001). The active response of the structures to the dynamic actions by using the dampers with additional mass.Search in Google Scholar

eISSN:
2066-6934
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Engineering, Introductions and Overviews, other