Earthquake Engineering & Structural Dynamics: Vol 31, No 4

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Earthquake Engineering & Structural Dynamics

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Earthquake Engineering & Structural Dynamics: Volume 31, Issue 4

Research Articles

Tuned mass dampers for response control of torsional buildings

A mathematical hysteretic model for elastomeric isolation bearings

Tangential-projection algorithm for manifold representation in unidentifiable model updating problems

Investigations into critical earthquake load models within deterministic and probabilistic frameworks

Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls

Risk assessment of an interacting structure–soil system due to liquefaction

Fuzzy sliding mode control for a building structure based on genetic algorithms

Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF

Optimal design of passive energy dissipation systems based on H_∞ and H₂ performances

A new modelling strategy for the behaviour of shear walls under dynamic loading

Optimal placement of dampers for passive response control

Multiple-tuned liquid column dampers for torsional vibration control of structures: experimental investigation

Simulations of non-stationary frequency content and its importance to seismic assessment of structures

Probabilistic approach for modal identification using non-stationary noisy response measurements only

Discussion of Paper

Response spectrum of incompatible acceleration, velocity and displacement histories by Praveen K. Malhotra, Earthquake Engng Struct. Dyn. 2001; 30(2):279–286

Author's Replies

Author's Reply to Discussion by George Mylonakis and Costis Syngros of ‘Response spectrum of incompatible acceleration, velocity and displacement histories’ Earthquake Engng Struct. Dyn. 2001; 30(2):279–286

Discussion of Paper

Tuned liquid dampers for controlling earthquake response of structures by P. Banerji et al., Earthquake Engng Struct. Dyn. 2000; 29(5):587–602

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Earthquake Engineering & Structural Dynamics: Volume 31, Issue 4

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Research Articles

Tuned mass dampers for response control of torsional buildings

A mathematical hysteretic model for elastomeric isolation bearings

Tangential-projection algorithm for manifold representation in unidentifiable model updating problems

Investigations into critical earthquake load models within deterministic and probabilistic frameworks

Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls

Risk assessment of an interacting structure–soil system due to liquefaction

Fuzzy sliding mode control for a building structure based on genetic algorithms

Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF

Optimal design of passive energy dissipation systems based on H∞ and H2 performances

A new modelling strategy for the behaviour of shear walls under dynamic loading

Optimal placement of dampers for passive response control

Multiple-tuned liquid column dampers for torsional vibration control of structures: experimental investigation

Simulations of non-stationary frequency content and its importance to seismic assessment of structures

Probabilistic approach for modal identification using non-stationary noisy response measurements only

Discussion of Paper

Response spectrum of incompatible acceleration, velocity and displacement histories by Praveen K. Malhotra, Earthquake Engng Struct. Dyn. 2001; 30(2):279–286

Author's Replies

Author's Reply to Discussion by George Mylonakis and Costis Syngros of ‘Response spectrum of incompatible acceleration, velocity and displacement histories’ Earthquake Engng Struct. Dyn. 2001; 30(2):279–286

Discussion of Paper

Tuned liquid dampers for controlling earthquake response of structures by P. Banerji et al., Earthquake Engng Struct. Dyn. 2000; 29(5):587–602

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Optimal design of passive energy dissipation systems based on H_∞ and H₂ performances