On the Evolution of Energy Dissipation Devices for Seismic Design

A review of the evolution of energy dissipation devices of hysteretic type is presented. Both friction and yielding devices are included in the paper covering a worldwide range of applications. Due to the increasingly large number of available devices, the paper does not attempt to present a state-of-the-art on the subject, but to focus on discussing the main original research efforts that have paved the way of the current technology of energy dissipation devices. Relevant past applications of devices are briefly described making particular emphasis on important issues such as experimental assessment, effectiveness of their modeling by nonlinear analysis techniques, materials and constructability. Devices selected for discussion in the paper are presented in a historical perspective and are considered pioneer original steps or research efforts directed towards an efficient and rational use of energy dissipation technology.

[1]  P. Baktash,et al.  Comparative Seismic Response of Damped Braced Frames , 1986 .

[2]  A. Pall,et al.  Friction-Damped Concrete Shearwalls , 1981 .

[3]  Andre Filiatrault,et al.  Performance Evaluation of Friction Damped Braced Steel Frames under Simulated Earthquake Loads , 1987 .

[4]  Cedric Marsh,et al.  RESPONSE OF FRICTION DAMPED BRACED FRAMES , 1982 .

[5]  Nathan M. Newmark,et al.  Seismic Design Spectra for Nuclear Power Plants , 1973 .

[6]  James M. Kelly,et al.  Hysteretic dampers for earthquake‐resistant structures , 1974 .

[7]  D. E. Key The sismic performance of energy absorbing dampers in building structures , 1984 .

[8]  Tzong-Shuoh Yang,et al.  Slotted Bolted Connection Energy Dissipators , 1993 .

[9]  Manuel Aguirre,et al.  STRUCTURAL SEISMIC DAMPER , 1992 .

[10]  Robert D. Hanson,et al.  Supplemental Damping for Improved Seismic Performance , 1993 .

[11]  Juan Martinez-Rueda,et al.  Incorporation of hysteretic devices on bracing systems of low invasivity. A new approach for the seismic redesign of framed structures , 2000 .

[12]  Enrique Martinez‐Romero,et al.  Experiences on the Use of Supplementary Energy Dissipators on Building Structures , 1993 .

[13]  James M. Kelly,et al.  Comparative study of four passive energy dissipation systems , 1992 .

[14]  David J. Dowrick,et al.  Earthquake Resistant Design: For Engineers and Architects , 1988 .

[15]  R. G. Tyler DYNAMIC TESTS ON PTFE SLIDING LAYERS UNDER EARTHQUAKE CONDITIONS , 1977 .

[16]  R. G. Tyler,et al.  Further notes on a steel energy-absorbing element for braced frameworks , 1985 .

[17]  Egor P. Popov,et al.  New Directions in Structural Seismic Designs , 1993 .

[18]  Paul Fazio,et al.  Friction Joints for Seismic Control of Large Panel Structures , 1980 .

[19]  Keh‐Chyuan Tsai,et al.  Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction , 1993 .

[20]  A. Martelli,et al.  Preface, Overview and Summary of the International Post-SMiRT Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Vibrations of Structures , 2000 .

[21]  Juan Enrique Martinez Rueda Energy dissipation devices for seismic upgrading of RC structures , 1997 .

[22]  T. A. Wyatt,et al.  Development and applications of energy absorption devices based on friction , 1989 .

[23]  Andrew S. Whittaker,et al.  Seismic Testing of Steel Plate Energy Dissipation Devices , 1991 .

[24]  Andre Filiatrault,et al.  Analytical predictions of the seismic response of friction damped timber shear walls , 1990 .

[25]  Juan Martinez-Rueda,et al.  Seismic redesign of steel frames by local insertion of dissipating devices , 2000 .

[26]  Emilio Rosenblueth,et al.  Fundamentals of earthquake engineering , 1971 .

[27]  Emilio Rosenblueth PRIMER CONGRESO NACIONAL DE INGENIERIA SISMICA , 1965 .

[28]  R. G. Tyler DAMPING IN BUILDING STRUCTURES BY MEANS OF PTFE SLIDING JOINTS , 1977 .

[29]  G. Anagnostides,et al.  Shake table testing on an energy absorption device for steel braced frames , 1979 .

[30]  Andre Filiatrault,et al.  Comparative performance of friction damped systems and base isolation systems for earthquake retrofit and aseismic design , 1988 .

[31]  Andre Filiatrault,et al.  Seismic Design Spectra for Friction‐Damped Structures , 1990 .

[32]  G. W. Housner,et al.  Limit Design of Structures to Resist Earthquakes , 1956 .

[33]  Robert Tremblay,et al.  Performance Evaluation of Friction Spring Seismic Damper , 2000 .