An overview of the PRESSS five-story precast test building

被引:150
作者
Nakaki, SD
Stanton, JF
Sritharan, S
机构
[1] Nakaki Engn, Santa Ana, CA USA
[2] Univ Washington, Dept Civil Engn, Seattle, WA 98195 USA
[3] Univ Calif San Diego, Dept Appl Mech & Engn Sci, La Jolla, CA 92093 USA
来源
PCI JOURNAL | 1999年 / 44卷 / 02期
关键词
buildings; connections; design (structural); displacement based design; double tees; frame systems; hollow-core slabs; jointed construction; precast concrete; prestressed concrete; prototype buildings; research; seismic design; shear walls; testing;
D O I
10.15554/pcij.03011999.26.39
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
At the culmination of the PRESSS (Precast Seismic Structural Systems) research program, a 60 percent scale five-story precast/prestressed concrete building will be tested under simulated seismic loading. This paper describes the prototype buildings used for design and the structural features of the test building. The buildings were designed using the direct displacement based approach, which is able to take advantage of the unique properties of precast/prestressed concrete using dry jointed construction. The test building incorporates four different seismic frame systems in one direction, and a jointed shear wall system in the orthogonal direction. Pretopped double tees are used on three floors, while the other two floors are constructed using topped hollow-core slabs. A major objective of the test program is to develop design guidelines for precast/prestressed concrete seismic systems that are appropriate for use in various seismic zones. These design guidelines can then be incorporated into the appropriate building codes.
引用
收藏
页码:26 / +
页数:15
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