A platform for research: civil engineering, architecture and urbanism
Performance-Based Seismic Design of the 4-Story Moscone Convention Center Expansion Using a Steel "Coupled-Girder Moment Resisting System" and Friction Dampers
Performance-Based Seismic Design of the 4-Story Moscone Convention Center Expansion Using a Steel "Coupled-Girder Moment Resisting System" and Friction Dampers
Performance-Based Seismic Design of the 4-Story Moscone Convention Center Expansion Using a Steel "Coupled-Girder Moment Resisting System" and Friction Dampers
Annual convention, Structural Engineers Association of Califonia ; 2002 ; Santa Barbara, CA
2002-01-01
36 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Design Criteria of Moscone Convention Center Expansion Building Using Supplemental Damping
British Library Conference Proceedings | 1999
|Seismic Design of Steel Moment Resisting Frames with Fluid Viscous Dampers Using Optimization
Springer Verlag | 2022
|Optimization‐based seismic design of steel moment‐resisting frames with nonlinear viscous dampers
Wiley | 2021
|Seismic design and evaluation of steel moment‐resisting frames with compressed elastomer dampers
Online Contents | 2012
|