Your query returned 32 results.

• Semi-Active Control Algorithms for Magneto-Rheological Dampers,
  M.T. Braz-Cesar, R. Rio and R.C. Barros
  Paper 8.42 from CCP: 109, ISBN 978-1-905088-64-5 (2015)
  
• Neuro-Fuzzy Modelling of Magneto-Rheological Dampers,
  M.T. Braz-Cesar, K. Oliveira and R.C. Barros
  Paper 8.43 from CCP: 109, ISBN 978-1-905088-64-5 (2015)
  
• A Study of Pounding to Simulate Impact and Determine the Impact Damping Ratio,
  H. Naderpour, R.C. Barros and S.M. Khatami
  Paper 15.184 from CCP: 108, ISBN 978-1-905088-63-8 (2015)
  
• Investigation of Buildings Collision Based on Mathematic Equation to Evaluate the Impact Force in Non-Linear Viscoelastic Model,
  H. Naderpour, R.C. Barros and S.M. Khatami
  Paper 3.51 from CCP: 106, ISBN 978-1-905088-61-4 (2014)
  
• Deformation Analysis of Thin Cylindrical Pipes subjected to Radial Loads,
  L.R. Madureira, F.Q. Melo and R.C. Barros
  Paper 4.59 from CCP: 106, ISBN 978-1-905088-61-4 (2014)
  
• Design of a Lattice Wind Tower and a Comparison of the Structural Response With and Without a TMD,
  J.M. Henriques and R.C. Barros
  Paper 3.45 from CCP: 102, ISBN 978-1-905088-57-7 (2013)
  
• The Dynamic Behavior and its Influence on Designing a Guyed Tower,
  C.A. Mendonça and R.C. Barros
  Paper 3.46 from CCP: 102, ISBN 978-1-905088-57-7 (2013)
  
• Design of a Cantilever Sign Support and Comparison of the Structural Response When Subjected to Natural Wind Gusts With and Without a TMD,
  F. Paiva and R.C. Barros
  Paper 3.47 from CCP: 102, ISBN 978-1-905088-57-7 (2013)
  
• State-of-the-Art: Building Pounding, Link Elements and the Evaluation of Impact Forces and Energy Dissipation,
  H. Naderpour, R.C. Barros and S.M. Khatami
  Paper 7.84 from CCP: 102, ISBN 978-1-905088-57-7 (2013)
  
• A New Equation of Motion to Calculate the Impact Force and the Energy Dissipation,
  H. Naderpour, R.C. Barros and S.M. Khatami
  Paper 7.92 from CCP: 102, ISBN 978-1-905088-57-7 (2013)
  
• Vibration Control of Civil Engineering Structures using Magneto-Rheological Dampers,
  M.B. Cesar and R.C. Barros
  Paper 42.278 from CCP: 99, ISBN 978-1-905088-54-6 (2012)
  
• Building Pounding Forces for Different Link Element Models,
  R.C. Barros and S.M. Khatami
  Paper 44.286 from CCP: 99, ISBN 978-1-905088-54-6 (2012)
  
• Analysis of the Traffic Induced Vibrations on a 19th Century Heritage Chapel using Finite Element Modelling,
  P. Tamvakou, M.M. Paredes and R.C. Barros
  Paper 140 from CCP: 93, ISBN 978-1-905088-38-6 (2010)
  
• Semi-Active Vibration Control of a Three Degree-of-Freedom Scaled Frame with a Magneto-Rheological Damper,
  M.B. Cesar and R.C. Barros
  Paper 169 from CCP: 93, ISBN 978-1-905088-38-6 (2010)
  
• The Use of Tuned Mass Dampers for Structural Vibration Control: Numerical Studies of Shear Buildings under Earthquakes and of a Pedestrian Bridge,
  M.M. Paredes and R.C. Barros
  Paper 162 from CCP: 91, ISBN 978-1-905088-32-4 (2009)
  
• Stiffness Reduction Factors for Geometric and Material Nonlinearity of Reinforced Concrete Beams and Columns subject to Short Term Loading,
  A.C. Sousa, M. Pereira and R.C. Barros
  Paper 220 from CCP: 91, ISBN 978-1-905088-32-4 (2009)
  
• A Simplified Procedure for the Assessment of Second-Order Effects in Three-Dimensional Framed Structures,
  A.C. Sousa, M. Pereira and R.C. Barros
  Paper 221 from CCP: 91, ISBN 978-1-905088-32-4 (2009)
  
• The Dynamic Analysis of Beams Subjected to Large Amplitude Transverse Vibrations,
  F.Q. Melo, R. Valente and R.C. Barros
  Paper 132 from CCP: 88, ISBN 978-1-905088-23-2 (2008)
  
• Influence of the Location of Resistant Cores on the Seismic Response of a Reinforced Concrete Three-Dimensional Frame Equipped with HDRB Base Isolation Devices,
  M.T. Braz César and R.C. Barros
  Paper 199 from CCP: 86, ISBN 978-1-905088-17-1 (2007)
  
• An Insight on the Influence of Damping in Seismic Isolation,
  E. Figueiredo and R.C. Barros
  Paper 201 from CCP: 86, ISBN 978-1-905088-17-1 (2007)
  
• Analysis of the Wind Dynamic Response of Towers and Metallic Masts,
  R.F. Almeida and R.C. Barros
  Paper 236 from CCP: 83, ISBN 1-905088-08-6 (2006)
  
• Seismic Behaviour of an Asymmetric Three-Dimensional Steel Frame with Base Isolation Devices,
  R.C. Barros and M.B. César
  Paper 252 from CCP: 83, ISBN 1-905088-08-6 (2006)
  
• Analysis and Design of the Foundations of Wind-Turbo Generators using the Finite Element Method,
  R.T. Teixeira and R.C. Barros
  Paper 102 from CCP: 81, ISBN 1-905088-02-7 (2005)
  
• A Parametric Study of the Non-Linear Geometric Behaviour and Carrying Capacity of 3D Asymmetric Steel Frames,
  M.B. César and R.C. Barros
  Paper 155 from CCP: 81, ISBN 1-905088-02-7 (2005)
  
• Non-Linear Carrying Capacity of Asymmetric Three-Dimensional Braced Steel Frames,
  R.C. Barros and M.B. Cesar
  Paper 145 from CCP: 79, ISBN 0-948749-95-4 (2004)
  
• An Optimised Solution for the Preliminary Design of the Ribeiradio RCC Dam,
  R.C. Barros and R.T. Teixeira
  Paper 5 from CCP: 76, ISBN 0-948749-86-5 (2002)
  
• Seismic Response Envelopes of a Tank Supported at the Base,
  R.C. Barros
  Paper 47 from CCP: 75, ISBN 0-948749-83-0 (2002)
   
• Effects of Wind in Tall Buildings: A Comparison for a Real Case and its Vibration Control using a Tuned Mass Damper,
  R.C. Barros, N.A.C. Ferreira and R. Delgado
  Chapter 2 from CSETS: 33, ISBN 978-1-874672-25-8 (2014)
  
• Non-Linear and Hysteretic Analysis of the Behaviour of Magnetorheological Dampers,
  M.B. Cesar and R.C. Barros
  Chapter 15 from CSETS: 30, ISBN 978-1-874672-58-6 (2012)
  
• Performance Based Design of Building Structural Frames using Static Non-Linear Analysis,
  R.C. Barros and M.B. Cesar
  Chapter 11 from CSETS: 25, ISBN 978-1-874672-47-0 (2010)
  
• Numerical Validation of the Experimental Cyclic Response of Reinforced Concrete Frames,
  M.T. Braz-Cesar, D.V. Oliveira and R.C. Barros
  Chapter 12 from CSETS: 19, ISBN 978-1-874672-39-5 (2008)
  
• On the Seismic Response of Anchored Tanks: Methodologies for Finite Element Analysis and Parametric Studies for Design Codes,
  R.C. Barros
  Chapter 17 from CSETS: 16, ISBN 978-1-874672-32-6 (2007)