Post-elastic dynamic response of mild steel structures

Post-elastic dynamic response of mild steel structures

The current philosophy of earthquake resistant design is that a structure should be able to withstand an extremely strong motion earthquake without collapsing, even though a certain amount of damage is incurred. To make such a design requires a knowledge of the dynamic behavior of structures under l...

Full description

Bibliographic Details
Main Author: Hanson, Robert Duane
Format: Others
Published: 1965
Online Access:https://thesis.library.caltech.edu/1390/1/Hanson_r_1965.pdf
Hanson, Robert Duane (1965) Post-elastic dynamic response of mild steel structures. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/76XX-4687. https://resolver.caltech.edu/CaltechETD:etd-04152003-093000 <https://resolver.caltech.edu/CaltechETD:etd-04152003-093000>

Internet

https://thesis.library.caltech.edu/1390/1/Hanson_r_1965.pdf
Hanson, Robert Duane (1965) Post-elastic dynamic response of mild steel structures. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/76XX-4687. https://resolver.caltech.edu/CaltechETD:etd-04152003-093000 <https://resolver.caltech.edu/CaltechETD:etd-04152003-093000>

Similar Items