background design and construction of a two storey two by one bay reinforced concrete slotted beam superassembly c a muir s pampanin university of canterbury new zealand d k bull ...
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...Background design and construction of a two storey by one bay reinforced concrete slotted beam superassembly c muir s pampanin university canterbury new zealand d k bull holmes consulting group summary displacement incompatibility between moment frames precast flooring systems during earthquakes has been shown experimentally in numerous to be an area concern plastic hinge formation necessitates damage the resulting elongation reduces seating length floor exacerbates induces unanticipated force distributions system severe cases this can lead collapse is detail that protects integrity diaphragm respects hierarchy strength intended designer sustains less provides same ductility resistance as traditional details whilst exhibiting improved structural performance achieved with only subtle change detailing no increase build cost paper presents development large scale described keywords seismic low experiment introduction requirements for were introduced cae remained popular material since tim...