Abstract
The outline of a novel structural benchmark problem for multiple buildings subjected to wind and earthqu ake excitations is presented. Three adjacent high-rise buildings are used as control objects. Structural dynamical model is built taking account of two horizontal displacements (X and Y axis) ana rotations around these axes of each floors. Besides, to identify wind load, wind tunnel experiments are performed. The structural model and wind load data are built into simulation program by using MATLAB/Simulink. Some wave records of real or simulated earthquakes are also built into the MATLAB/Simulink program. The evaluation program of structural vibrations and/or control systems are to be developed. Visualization of structural vibrations are to be built into the program.
