PROJECTS

Dalgalı Kule

Engineering · Ataşehir, Istanbul · 2022

DASK · Earthquake-Resistant Building Design Competition

The tallest building in the competition. One of five buildings that did not collapse.

General Building View
General Building View
Competition Video 01
Competition Video 02
Building Model View
Building Model View
Floor Area Variation Diagram
Floor Area Variation Diagram
Building And Context View
Building And Context View
Building Detail View
Building Detail View
Transverse And Longitudinal Building Sections
Transverse And Longitudinal Building Sections
3D View Of The Structural System
3D View Of The Structural System
6th Floor Plan
6th Floor Plan
11th Floor Plan
11th Floor Plan
17th Floor Plan
17th Floor Plan
25th Floor Plan
25th Floor Plan
26th Floor Plan
26th Floor Plan
30th Floor Plan
30th Floor Plan
Building Sections
Building Sections
Structural System Plan View
Structural System Plan View
Horizontal Elastic Response Spectrum Analysis
Horizontal Elastic Response Spectrum Analysis
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Height, movement and resilience.

Dalgalı Kule was developed by the MEF University team for DASK’s Earthquake-Resistant Building Design Competition. The model was the tallest building in the competition and one of five buildings that did not collapse.

Proposed for Istanbul’s Financial Centre in Ataşehir, the design is a 186-metre, 30-storey office tower. Its total floor area of 43,175 m² brings together offices, social spaces and ground-floor commercial uses. Floor plates taper from the tenth storey, reducing mass at higher levels while aiming to improve daylight and views of the sky at street level.

The wave-like corten steel façade, which gives the tower its name, draws inspiration from Love and Rayleigh seismic waves. Recessed balconies and façades facing different directions aim to bring daylight into the interior and provide spaces to rest and socialise between working areas.

Structural Design

The structural proposal combines a reinforced-concrete core with steel-braced frames along the outer axes. A regular and symmetrical arrangement of vertical elements aims to limit torsion, while bracing controls roof displacement and inter-storey drift. Additional ground-floor braces address the stiffness difference created by the taller entrance level.

The report considers strong-column–weak-beam principles, ductile behaviour and controlled-damage objectives. Modal analysis and response spectrum studies examine the dynamic behaviour of the full-scale proposal and the balsa model separately. Reducing the mass of upper floors is integrated into the design to improve its response to lateral loads.

Competition

DASK · Earthquake-Resistant Building Design Competition · 2022

Competition Team

Abdürrahim Üzüm · Ali Cihan İnce · Serkan Özmenteşe · Yunus Emre Yücel

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