Quote:
Originally Posted by 240glt
^^ They just updated the seismic code a few years ago, I am sure it's probably one of the most earthquake resistant buildings in Canada at the moment.
If you've never worked on a building in BC you'd probably have never been exposed to seismic codes. I remember installing controls and even the requirements for mounting an equipment cabinet were stringent- here in Alberta you just anchor it to a wall. Can't do that in Vancouver.
Personally I'm not a huge fan of projecting boxes... it's been done to death, but that building is still a stunner
|
OK Here is the info from a structural guy. Apparently in the Edmonton Area the soil conditions are such that we do not need seismic restraints. However if the soil has the potential for liquefaction or the spoil is not of good quality seismic measure are to be used. There is a large storage facility in South Edmonton that has seismic restraints. The Stantec tower has footings that go 87 meters deep. the foundation is in good "substructure". What we design for most here is wind loading, it over rides seismic.