Seismic Analyses for existing buildings and redesign under the regulations of TAMA 38.
A routine TAMA38 project that includes: the approval of failure of the existing building under seismic loading, design of earthquake oriented strengthening and additional one and a half levels.
Haroe 8 Ramat-Gan
Design in the framework of TAMA38 including the addition of a new underground parking lot under the entire project using a new transfer floor that emanates the building and cancels entirely the existing foundation system.
Analysis of dynamical response of buildings.
Dynamic response to activity that is conducted by users and equipment.
Dynamic measurements and monitoring of vibrations and dynamic response.
Combine the analyses and measurements to come up with suitable solutions for the structure and human sensitivity.
Dynamic response analyses to simulate an audience activity on sport stadium tribunes.
Modification of the tribunes steel structure to sustain vibrations in terms of structural problems and vibrations sensitivity.
This is a plant for growth, cutting and full production of crystals.
Series of analyses and measurements were applied in order to verify the structural integrity and human sensitivity to vibrations induced by the equipment.
Cider Hagalil Visitors Center.
This building was reassigned to a dancing hall. The analyses helped in understanding the ability to withstand vibrations induced by a dancing crowd.