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RISClosure to “<i>Dynamic Analysis of a Forty‐Four Story Building</i>” by Bruce F. Maison and Carl F. Neuss, (July, 1985)
Publisher: American Society of Civil Engineers
Discussion of “<i>Seismic Panel Zone Design Effect on Elastic Story Drift in Steel Frames</i>” by Keh‐Chyuan Tsai and Egor P. Popov (December, 1990, Vol. 116, No. 12)
Publisher: American Society of Civil Engineers
Analysis for a Type of Structural Pounding
Publisher: American Society of Civil Engineers
Abstract: The formulation and solution of the multiple degree of freedom equations of motion for a type of structural pounding are presented. The subject building undergoes pounding at a single floor level with a rigid adjacent ...
Discussion of “Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections” by Kihak Lee and Douglas A. Foutch
Publisher: American Society of Civil Engineers
Dynamic Analysis of A Forty‐Four Story Building
Publisher: American Society of Civil Engineers
Abstract: Extensive computer analysis of an existing 44 story steel frame high‐rise building is performed to study the influence of various modeling aspects on the predicted dynamic properties and computed seismic response behaviors. ...
Discussion of “<i>Eccentric Bracing In Tall Buildings</i>” by Andrew T. Merovich, Joseph P. Nicoletti, and Earl Hartle (September, 1982)
Publisher: American Society of Civil Engineers
Dynamic Analysis of Thirteen‐Story Building
Publisher: American Society of Civil Engineers
Abstract: The results from dynamic analyses by computer of an existing 13‐story steel moment resisting frame building are presented. The computed dynamic properties and response behaviors are compared to the true values as determined ...
Discussion of “Base-Isolated FCC Building: Impact Response in Northridge Earthquake” by Satish Nagarajaiah and Xiaohong Sun
Publisher: American Society of Civil Engineers
Performance of PR Moment Frame Buildings in UBC Seismic Zones 3 and 4
Publisher: American Society of Civil Engineers
Abstract: Case studies of two buildings having partially restrained (PR) moment frame lateral-force-resisting systems are presented: a 3-story building for a Los Angeles Uniform Building Code (UBC) zone 4 site, and a 9-story building ...