Stanton, J.
, Stone, W.
and Cheok, G.
(1997),
Hybrid Reinforced Precast Frame for Seismic Regions, PCI Journal, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=909451
(Accessed April 24, 2024)
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Hybrid Reinforced Precast Frame for Seismic Regions
Published
Author(s)
J Stanton, ,
Abstract
A precast, prestressed concrete framing system for resisting earthquake loads is described. The system uses both unbonded post-tensioned reinforcement and bonded bar reinforcement. Tests hve shown that its performance is equal or superior to that of a conventional cast-in-place moment frame. Design criteria and code implications resulting from the test program as well as suggested topics for future research are discussed.Citation
PCI Journal
Volume
42
Issue
No. 2
Pub Type
Journals
Download Paper
Keywords
precast concrete, bilinear elastic, building technology, earthquakes, frame, hybrid, post-tensioned, seismic, unbonded prestress
Citation
Created March 1, 1997, Updated February 19, 2017