Seismic Enhancement of Shear Panel Details Are Presented in TI809-07 2006
by M. H. Sayyas, (Graduate student, Department of Civil Engineering, School of Engineering, University of Tehran, P.O. Box 166886411, Iran, Tehran, Pasdaran ST, bostan6 ST, davod eslami ST, No 89-No 11 E-mail: ms.sayyas@gmail.com) and S. R. Mirghaderi, (Assistant Professor, Department of Civil Engineering, School of Engineering, University of Tehran, P.O. Box 11155-4563, Iran, Tehran, Enghelab ST E-mail: rmirghaderi@ut.ac.ir)
pp. 1-9, (doi: http://dx.doi.org/10.1061/41050(357)139)
Access full text
Purchase Subscription
Permissions for Reuse 
| Document type: |
Conference Proceeding Paper |
| Part of: |
TCLEE 2009: Lifeline Earthquake Engineering in a Multihazard Environment |
| Abstract: |
Steel-framed houses are usually built of light thin-walled load bearing structures having different solutions for interior and exterior cladding.The main component to provide earthquake performance of a light-guage steel house are the shear panels.The shear panels are discontinued in story levels which are caused complicating their connections of story levels.One of the requirement of shear panels seismic design is TI809-07 2006 of U.S Army Corps.Except for story levels, in TI809-07, it is presented requirements for designing all elements and connections of shear panels. This paper investigates connection between shear panels in story levels and two methods which are developed for seismic enhancement of shear panel details in TI809-07 2006 and earthquake performance and also the modified steel stud wall system is developed and presented. |
|
