624.1762
Pekcan, Gokhan
Experimental investigation and computational modeling of seismic response of a 1:4 scale model steel structure with a load balancing supplemental damping system / Gokhan Pekcan, John B. Mander and Stuart S. Chen .- Buffalo, New York: Multidisciplinary Center for Earthquake Engineering Research, State University of New York, 1999 .- xix, 146p. .- ( Technical report Multidisciplinary Center for Earthquake Engineering Research [MCEER] ** MCEER-99-0006 April 2, 1999 )
This research was conducted at the University at Buffalo, State University of New York and was supported in whole or in part by the National Science Foundation under Grant No. CMS 96-16624. ISSN: ISSN 1520-295X
Subject Headings:
Highway bridges;
Technical report;
Author Added Entry:
Mander, John B. ;
Chen, Stuart S. ;
Copy Details:
Acc. No.: TR21388, Full Call No.: 624.1762 MCEER-99-0006, Item type: Technical Report , Location: General Stacks,
------------------------- --------------------- ------ --------- ------- ------- --------- --------
Pekcan, Gokhan
Experimental investigation and computational modeling of seismic response of a 1:4 scale model steel structure with a load balancing supplemental damping system / Gokhan Pekcan, John B. Mander and Stuart S. Chen .- Buffalo, New York: Multidisciplinary Center for Earthquake Engineering Research, State University of New York, 1999 .- xix, 146p. .- ( Technical report Multidisciplinary Center for Earthquake Engineering Research [MCEER] ** MCEER-99-0006 April 2, 1999 )
This research was conducted at the University at Buffalo, State University of New York and was supported in whole or in part by the National Science Foundation under Grant No. CMS 96-16624. ISSN: ISSN 1520-295X
Subject Headings:
Highway bridges;
Technical report;
Author Added Entry:
Mander, John B. ;
Chen, Stuart S. ;
Copy Details:
Acc. No.: TR21388, Full Call No.: 624.1762 MCEER-99-0006, Item type: Technical Report , Location: General Stacks,
------------------------- --------------------- ------ --------- ------- ------- --------- --------