Ductility of prestressed concrete frames under seismic loading
dc.contributor.author | Blakeley, R. W. G. | |
dc.date.accessioned | 2020-01-07T00:47:34Z | |
dc.date.available | 2020-01-07T00:47:34Z | |
dc.date.issued | 1971 | en |
dc.description.abstract | This thesis is concerned with the behaviour of prestressed concrete framed structures under earthquake loading. An experimental programme investigated the performance of four full-size, precast, prestressed concrete beam-column assemblies under high intensity cyclic load, and in particular studied the energy dissipation and ductility characteristics of the members. Theoretical methods for predicting the moment-curvature characteristics of prestressed concrete members are developed and compared with experimental results. A monotonic loading analysis is utilised to show the effect of a number of practical section variables on ductility for seismic design. A further analysis to determine moment-curvature curves for cyclic loading of a general prestressed concrete section showed good correlation with experiment, including the behaviour subsequent to crushing of the cover concrete. An idealization of the moment-curvature characteristics is also presented for use in seismic response analyses. A study is made of the relative earthquake responses of comparable prestressed concrete and reinforced concrete single-degree-of-freedom structures. On the basis of the greater response displacements indicated for prestressed concrete structures, a small increase in the seismic load factor for ultimate strength design of prestressed concrete structures over that for reinforced concrete structures is recommended. | en |
dc.identifier.uri | http://hdl.handle.net/10092/17808 | |
dc.identifier.uri | http://dx.doi.org/10.26021/2819 | |
dc.language | English | |
dc.language.iso | en | |
dc.publisher | University of Canterbury | en |
dc.rights | All Right Reserved | en |
dc.rights.uri | https://canterbury.libguides.com/rights/theses | en |
dc.title | Ductility of prestressed concrete frames under seismic loading | en |
dc.type | Theses / Dissertations | en |
thesis.degree.discipline | Civil Engineering | en |
thesis.degree.grantor | University of Canterbury | en |
thesis.degree.level | Doctoral | en |
thesis.degree.name | Doctor of Philosophy | en |
uc.bibnumber | 384669 | en |
uc.college | Faculty of Engineering | en |