drile007
Structural
- Jul 14, 2007
- 194
I'm working on project with dozen storey’s building on high seismic zone. Architectural plan layout is full of reinforce concrete walls, but most of them are not structural (in the way of transferring horizontal-earthquake loads) since they are supported with slabs. They serve just as sound isolation, since concrete is heavy and good sound isolator. These walls are completely unnecessary from the view of earthquake resisting design. They »disturb« clear structural layout which is basic for good earthquake resisting layout. They are also heavy and therefore attract a lot of additional horizontal load. I'm wondering what is common practice in your countries to deal with this »nonstructural« walls. I know that I can change them with some light good sound isolation material, but the thickness of these walls become far greater than in the case of reinforce concrete. Is there some kind of special material, system, etc...
Any comments are appreciated
Thanx