This information has been archived because it is outdated and no longer relevant.
Information identified as archived on the Web is for reference, research or recordkeeping purposes. It has not been altered or updated after the date of archiving. Web pages that are archived on the Web are not subject to the Government of Canada Web Standards. As per the Communications Policy of the Government of Canada, you can request alternate formats on the "Contact Us" page.
4.1.8.15.(5) | Application | Intent |
+ |
Application | Application 1: Design forces to be used in the design of buildings for
earthquake.
Exceptions:
except as stated in:
|
Top of Page | |
Intent | Intent 1: To supersede the requirements of Article 4.1.8.11.,
which applies to the Equivalent Static Force Procedure, and of Article 4.1.8.12.,
which applies to the Dynamic Analysis Procedure, and provide upper limits
on the application of the principles of capacity design, such that the design
forces need not exceed those corresponding to elastic response.
|
Top of Page |