Computational dynamic models and experiments in the fluid–structure interaction of pipe systems
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[1] Fabrizio Paolacci,et al. Design of yielding or friction-based dissipative bracings for seismic protection of buildings , 1995 .
[2] Peter M. A. Sloot,et al. Reducing cross-flow vibrations of underflow gates: experiments and numerical studies , 2013, 1312.7868.
[3] Joel H. Ferziger,et al. Computational methods for fluid dynamics , 1996 .
[4] A.R.D. Thorley. Fluid Transients in Pipeline Systems , 1991 .
[5] S. Timoshenko,et al. Theory of elasticity , 1975 .
[6] Martin F. Lambert,et al. Parameters affecting water-hammer wave attenuation, shape and timing—Part 2: Case studies , 2008 .
[7] S. Timoshenko,et al. Theory of Elasticity (3rd ed.) , 1970 .
[8] Ivan Stoianov,et al. Water hammer in pressurized polyethylene pipes: conceptual model and experimental analysis , 2004 .
[9] Luisa Fernanda Ribeiro Reis,et al. Analysis of PVC Pipe-Wall Viscoelasticity during Water Hammer , 2008 .
[10] Helena M. Ramos,et al. Surge damping analysis in pipe systems: modelling and experiments Effet d'atténuation du coup de bélier dans les systèmes de conduits: modelation mathématique et expériences , 2004 .
[11] Tong Wa Chao,et al. Gaseous Detonation-Driven Fracture of Tubes , 2004 .
[12] Kazuaki Inaba,et al. Shock Loading and Failure of Fluid-filled Tubular Structures , 2009 .
[13] Salvatore Perno,et al. Design, test and analysis of a light‐weight dissipative bracing system for seismic protection of structures , 2007 .
[14] M. K. Abdullah,et al. Fluid Structure Interaction of Unsteady Aerodynamics of Flapping Wing at Low Reynolds Number , 2013 .
[15] As Arris Tijsseling,et al. Water hammer with fluid-structure interaction in thick-walled pipes , 2007 .
[16] Martin F. Lambert,et al. Parameters affecting water-hammer wave attenuation, shape and timing—Part 1: Mathematical tools , 2008 .
[17] As Arris Tijsseling,et al. Industrial cases of FSI due to internal flows , 2004 .
[18] J. P. Halleux,et al. Transient fluid–structure interaction algorithms for large industrial applications , 2001 .
[19] Carlos Eduardo Steinstrasser. Método Difusivo de Lax aplicado na soluçăo das equaçőes de Saint Venant , 2005 .
[20] M. De Angelis,et al. Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices , 2007 .
[21] E. Benjamin Wylie,et al. Fluid Transients in Systems , 1993 .
[22] C. Maksimovic,et al. The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part I—experimental analysis and creep characterization , 2004 .
[23] James M. Gere,et al. Analysis of Stress and Strain , 1991 .
[24] M. De Angelis,et al. A reduced order model for optimal design of 2-mdof adjacent structures connected by hysteretic dampers , 2007 .
[25] A J M Ferreira,et al. MATLAB Codes for Finite Element Analysis , 2020, Solid Mechanics and Its Applications.
[26] G. Iaccarino,et al. Near-wall behavior of RANS turbulence models and implications for wall functions , 2005 .
[27] Hanif M. Chaudhry,et al. Applied Hydraulic Transients , 1979 .
[28] Paul F. Boulos,et al. Effect of pressure‐sensitive demand on surge analysis , 2009 .
[29] Warren P. Mason,et al. Introduction to polymer viscoelasticity , 1972 .
[30] Angus R. Simpson,et al. Water hammer with column separation: A historical review , 2006 .
[31] As Arris Tijsseling,et al. FLUID-STRUCTURE INTERACTION IN LIQUID- FILLED PIPE SYSTEMS : A REVIEW , 1996 .
[32] J. Shepherd,et al. LINEAR ELASTIC RESPONSE OF TUBES TO INTERNAL DETONATION LOADING , 2002 .