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Construction Plan for a 12-Story Building, Herzliya
BCE-A-01
Adi Adar; adiad@ac.sce.ac.il
Advisor: Eng. Asif Sabag
SCE - Shamoon College of Engineering, Ashdod
The residential building in Herzliya, owned by the "Kehilat Zion" purchasing group, is a 12-story structure with a penthouse, a ground floor, and a basement for parking, storage, and technical utilities. The project involved a structural engineering design based on static and dynamic loads to ensure optimal, safe, and high-quality solutions in line with architectural, consultant, and client requirements. Alternatives for structural elements, such as beamless ribbed ceilings, were analyzed for aesthetics, compliance with Israeli standards, and cost-efficiency. Special focus was given to the basement ceiling due to its unique loads. Finite-element software was used for modal and static analyses, ensuring resistance to horizontal and dynamic forces. The results were detailed in construction plans which adhered to Israeli load and design regulations.
Keywords: beamless ribbed ceilings, dynamic and static loads, finite-element analysis, Israeli building standards, structural design
Construction Plan for a 15-Story Building, Ashdod
BCE-B-01
Amit Dekel; amitde1@ac.sce.ac.il
Advisor: Eng. Alex Shmukler
SCE - Shamoon College of Engineering, Ashdod
This residential building in Ashdod, by the "Maher" purchasing group, is comprised of 14 typical floors (1–14), a penthouse (15), a common ground floor, and a basement designated for parking, storage, and technical utility areas. The engineering design project prioritized optimal, safe, and cost-effective solutions, while complying with architectural requirements, project consultant restrictions, Israeli standards, and client needs. Resistance to horizontal and dynamic loads was emphasized. Calculations involved three-dimensional modal analysis and finite-element modeling, considering load stressors like earthquakes and wind. Preliminary planning explored alternatives for structural components, with the chosen design being a beamless thatched ceiling supported by columns. The results aligned with SI 412, SI 413, SI 414, SI 466, and SI 94 standards.
Keywords: beamless thatched ceiling, dynamic load resistance, finite-element modeling, Israeli standards, modal analysis