The ASCE Tension Membrane Committee made major revisions to ASCE Learn more about the updated standard here. Tensile Membrane Structures (ASCE/SEI ) (Asce Standard) [American Society of Civil Engineers] on *FREE* shipping on qualifying offers. ASCE/SEI updates the previous edition (ASCE/SEI ) and replaces Standard ASCE , Air-Supported Structures, thus placing those guidelines.
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By joining you are opting in to receive e-mail. Promoting, selling, recruiting, coursework and thesis posting is forbidden. I’m reading through ASCETensilie Membrane structures, since I ‘m ascee a design for a simple arch style tension membrane building.
Tensile Membrane Structures (ASCE/SEI ) : American Society of Civil Engineers :
I’m trying to figure out the intent of Life-Cycle Factor, Secton 4. As I read through the section, I get the impression this life cycle factor applies to the membrane and cables – and not to the supporting steel arch structure??? Can anyone more familiar with this code verify whether this is the case?
There is also another provision, 4. What would be a typical consideration of this?
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Seems logical to me that an increase in applied wind pressure to the structure should be considered as a slack membrane will catch more wind than a tensioned membrane. But how would such a increase be quantified?
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