Exact(4)
Analytical models were developed to predict the elasto-plastic behavior of the prototype frame under a series of ground motion records.
Table 1 summarizes the details of the prototype frame.
The prototype frame is an existing commercial-residential building located in Ercis city in Turkey.
In fact, the support of the removed side column were considered, namely, the prototype frame was intact when it was designed according to design codes.
Similar(56)
It is observed that the collapse capacities of the prototype frames mainly depended on axial force-carrying capacities of the columns in the lower stories rather than those of the beams and that the use of strong columns improves the collapse capacities of the prototype frames.
The analysis results show that the collapse margin ratios of the prototype frames depend on the amount of base shear carried by their HEDDs and uncertainties on design requirements.
By the summer of 1947, a prototype frame had been built and tested.
When director Doug Liman chose a design, the team built an aluminum prototype frame that had pivot points and hinges.
Structural members (beams, columns and slabs) were defined through the design of a full-scale 3D prototype frame subjected to PSD testing campaign; main design hypothesis was to dissipate seismic energy in the joints designed as partial-strength.
Two types of steel framed roof structures – a K-series steel joist and an arch truss are selected as the prototype roof frame in this study.
Nonlinear time history analyses were performed on the prototype braced frame to obtain seismic demands under both design and maximum considerable levels of earthquakes.
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