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Numerous archetype frames were designed based on assumed performance factors.
The frames were designed using direct displacement-based design (DDBD) and traditional force-based design methods.
Both undamaged frames were designed such that they had the common deficiencies of existing buildings in Turkey.
Based on these findings, two-bay y-braced frames were designed to carry the same lateral load as X-braced frames.
The frames were designed to provide strength and ductility for earthquake resistance with energy dissipation located at member ends by flexural yielding, and panel zones by shear yielding.
For that purpose, three-, six-, and nine-storey frames were designed under diverse criteria and analysed under artificial sequences to understand the influence of BRBs on the peak and residual inter-storey drifts demands.
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An increasing number of trailer frames are designed to permit the mounting of standardized shipping containers in place of trailer bodies.
For behavior study, a prototype building using CBMFs as the lateral resisting frames was designed.
Ard says that his frames are designed to absorb impact and that South Carolina has not made him sign a liability waiver.
Both frames are designed based on old traditional codes, but one of them is strengthened with steel X-bracing.
The frames are designed using second-order inelastic analysis and their strength and serviceability reliabilities are evaluated.
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