First conceptual design 3D Side view Arch supporting the structure.

34
DESIGN OF SHIP ENCLOSURE

Transcript of First conceptual design 3D Side view Arch supporting the structure.

  • Slide 1
  • Slide 2
  • 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
  • Slide 5
  • 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
  • Slide 8
  • Slide 9
  • Slide 10
  • Slide 11
  • Slide 12
  • Slide 13
  • `
  • Slide 14
  • Slide 15
  • 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
  • Slide 16
  • Sway stability Wind Direction
  • Slide 17
  • 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
  • Slide 18
  • Dynamic stability
  • Slide 19
  • 24
  • Slide 20
  • 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
  • Slide 21
  • First step is to put the foundations After that the steel frame is erected
  • Slide 22
  • Concrete can be poured after the steel frame is in place
  • Slide 23
  • Installation of roof trussesPutting glass glazing into place
  • Slide 24
  • 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
  • Slide 26
  • Figure double glazed window
  • Slide 27
  • Figures ETFE roofs
  • Slide 28
  • Slide 29
  • Figure Natural ventilation
  • Slide 30
  • Slide 31
  • 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
  • Slide 32
  • Work at Heights Safety harnesses Safety nets Cranes Only professionals
  • Slide 33
  • Plant and Machinery Use Specific safety briefs Fence restrictions Proper maintenance Adequate equipment
  • Slide 34
  • Other Measures Regular inspections Proper training Appropriate sanctions A clean site is a safe site Onsite protocol Previous failure research