DESIGN OF SHIP ENCLOSURE
First conceptual design 3D Side view Arch supporting the structure.
Dec 22, 2015
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- Slide 1
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- First conceptual design 3D Side view Arch supporting the structure
- Slide 3
- 3D Front view Rectangular design mainly steel and glass
- Slide 4
- 3D Closer front view Tried to introduce a column less design as far as possible
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- 3D Side view showing secondary building Secondary building also with rectangular design mainly steel glass and concrete floors
- Slide 6
- Second conceptual design that was further developed 3D Back view of chosen design
- Slide 7
- Descriptive video to give better orientation and understanding of the chosen design
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- `
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- Wind resisted by bracing. 8 bays provided and each two act as a single system. This increases the stiffness of the building against eccenticitie s of vertical loads and horizontal loads Wind Pressure
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- Sway stability Wind Direction
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- Level above ground (m) (mm) cr 6858.8413.28 6460.0938.4 6060.3210.6 5660.114.8 5258.8619.4 4856.9114.2 4454.2817.5 4050.5321.7 3646.9626.4 3242.4223 2838.2128.2 2433.2135.5 202944.2 1624.6843.3 1221.0754.4 813.8788.2 48.95144.9 Each value of c r is larger than 10 cr > 10 The structure is stable against second order sway in global mode
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- Dynamic stability
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- 24
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- Wind excitation frequency St= Strouhal number for the structure D= breadth of structure U= wind speed Consider Rectangular section Structure can be considered dynamically stable Since f > n
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- First step is to put the foundations After that the steel frame is erected
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- Concrete can be poured after the steel frame is in place
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- Installation of roof trussesPutting glass glazing into place
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- The last step is to install the ETFE panels and to inflate them
- Slide 25
- Steel made from 60% recycled material Reduce the carbon footprint of the building Concrete mixed using new technology Sustainability in Design
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- Figure double glazed window
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- Figures ETFE roofs
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- Figure Natural ventilation
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- Risk Management Assessment establishing the onsite risks Evaluation calculating the hazards Management taking appropriate actions Measurement recording the effects caused by the previously taken actions
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- Work at Heights Safety harnesses Safety nets Cranes Only professionals
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- Plant and Machinery Use Specific safety briefs Fence restrictions Proper maintenance Adequate equipment
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- Other Measures Regular inspections Proper training Appropriate sanctions A clean site is a safe site Onsite protocol Previous failure research
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