Limit state structural design of reinforced cement concrete frames with ductility concept
Material type:![Text](/opac-tmpl/lib/famfamfam/BK.png)
- 624.183 41 W11L
Item type | Current library | Call number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|
![]() |
Mohinder Singh Randhawa Library | 624.183 41 W11L (Browse shelf(Opens below)) | Not for loan | 221108 | ||
![]() |
Mohinder Singh Randhawa Library | 624.183 41 W11L (Browse shelf(Opens below)) | Not for loan | 221109 |
Browsing Mohinder Singh Randhawa Library shelves Close shelf browser (Hides shelf browser)
The salient feature of the present study is to avoid brittle failure of structures with the provision of ductility concept. For the design of the reinforced cement concrete structures subjected to seismic forces, limit cc state design method as per code I
There are no comments on this title.
Log in to your account to post a comment.