Abstract
A shear wall building construction method was newly developed for several story dwelling house. Prestressed concrete hollow core panel ('SPC in following) that has been usually used as nonstructural walls, is applied to shear wall in this method. SPC has no shear reinforcement, therefore it is the point in structural planning that members except SPC, such as anchorage bars, are set to yield before cracking of SPC. In this report, based on a shearing test of SPC shear wall structure, the limit stress of SPC is estimated to confirm that the maximum stress of SPC is less than the limit stress. As a result, it is recognized that buildings with SPC shear walls have enough anti-seismic efficiency, and that SPC is safe from cracking.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
