By O. K. Chopra
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Fig. 3-4). They are fast to erect and have the advantage that the complex beam-column joint reinforcement is assembled in the precasting factory, rather than at the job site. Joints are located at the mid-span of the beams, and at mid height of the columns, away from the points of high ductility demand. 38 3 Precast construction concepts Fig. g. Fig. 3-5). g. Fig. 3-6). 1 General The construction of moment resisting frames and structural walls incorporating precast concrete elements usually fall into two broad categories; either “equivalent monolithic” systems, or “jointed” systems.
No consensus yet exists over the exact definition of performancebased engineering, but it implies that designers should be able to design a structure to perform at a selected level in response to an earthquake of a specific hazard level. edu]. 2 Structural performance levels Traditionally, three limit states or performance levels have been used to describe overall structural performance [Paulay and Priestley (1992)]: (1) Immediate occupancy (or serviceability) A structure that can be immediately occupied after an earthquake typically would have no sign of structural distress, and limited non-structural damage.
2 Precast concrete floor units Floor diaphragms may include a composite reinforced concrete structural topping layer to resist seismic shear, or may consist of precast units connected by welded or grouted connections (with a non-structural levelling topping), or may rely on grouted bars to resist diaphragm forces by shear-friction. Some precast floor elements are more suited to use without a structural topping layer than other types (see Table 3-1). Precast floor units must be detailed to accommodate the localised displacements that are likely to be imposed on them by the actions of the primary lateral load resisting system.