Izhak Z Stern
User Details
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Member Since
January 3rd, 2012 -
Nationality
Israel -
Gender
Male -
Age
Private
Personal Contact Information
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EmailPrivate
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Email 2
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Phone
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Website
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Building15
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StreetGershon
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City/TownTel Aviv
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State/CountyIsrael
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Zip/Post Code67017
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CountryIsrael
Work Contact Information
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CompanyI. Stern - Y.D.E. Engineer ...
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PositionManager
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IndustryCivil Engineering
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Email
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Phone
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Fax(972) 3-561-1087
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Website
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Building15
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StreetGershon
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City/TownTel Aviv
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State/CountyIsrael
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Zip/Post Code67017
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CountryIsrael
Education
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UniversityM.Sc. Civil Engineering 19 ...
Interests
Civil engineering, structural engineering, bridges, tunnels, value engineering, spliced girders, post-tensioned buildings, post-tensioned slabs, prestressed floor systems, steel structures
About Me
•Design of bridges, tunnels and civil engineering structures. •Structural design of long span structures, sport facilities, car parks, residential, industrial and commercial building. •Studies, reports and estimates for structural engineering projects. •Consultation to contractors and engineers for post-tensioned structures and unique structural design. •Value engineering - reviewing and optimization of existing design. Specialty in post-tensioned structures.
 "•The swimming pool's roof is made of 1/8-circle segment of 24 meter spans; each segment is a roof and a front wall.
•The roof is opened by turning the segment around a pole. The front wall moves around on wheels.
•The steel structure has been designed in an optimal way so its weight will be as low as possible.
•The low weight brought to a reduction of the amount of steel, and in addition has made possible to move the segment by man alone, in comparison to similar roofs that needed expensive machinery to move their parts."){kind=small}
 "The structure is architecturally complicated, made of post-tensioned slabs with 12-meter spans, 27 cm thick."){kind=small}
 "•The company has designed the building's slabs as post-tensioned slabs for the contractor.
•The unique geometry of the structure has demanded a special spatial analysis of the influence of the post-tensioning on the whole structure, and a unique geometrical layout of the cables.
•The slabs were designed so they will enable lengthening the building in the future with monolithical connection.")
 "•Height: 40 meters high above the river bed, maximum span: 52 meters.
•The bridge is located close to the Dead Sea in a high seismic risk zone.
•The superstructure is made of spliced AASHTO VI girders continuously post-tensioned.
•Due to this construction method and the optimization of the cable layout, this is the bridge with the longest span using standard AASHTO VI girders."){kind=small}
 "Winner of an architectural competition limited to a very low budget."){kind=small}