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The Institute of Theoretical and Applied Mechanics
4
records found
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1.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0113.:
PDF
Deflection Amplification Factors for Ductile Braced Frames
Thompson, Brandon K.
;
Richards, Paul W.
For most seismic braced frames, strength rather than stiffness governs design. Still, it is important for designers to understand braced frame drift and predict inelastic [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0311.:
PDF
Seismic Response of Buckling-Restrained Braced Frames with Beam Splices
Prinz, Gary
;
Fremming, Stephen
Buckling-restrained braced frames (BRBFs) are used in steel buildings to resist lateral earthquake loads. The system ductility of typical BRBFs is limited by the performa [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0112.:
PDF
Effect of Moments Due to Lateral Deformation in Gravity Columns
Huggard, Dane E.
;
Richards, Paul W.
In steel buildings, all columns of a story experience similar drifts under seismic loads when floor diaphragms are rigid. Columns in lateral-force-resisting frames are de [...]
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4.
Original version of the author's contribution as presented on CD, paper No. 0208.:
PDF
Dynamic Performance Comparison between Buckling Restrained Braced Frames in Concentric and Eccentric Configurations
Prinz, Gary
;
Richards, Paul
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2
Richards, P. W.
3
Richards, Paul W.
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