Assessment of buildings with SSI and without SSI
By: Etoori, Keerthana
.
Contributor(s): Ramancharla, Pradeep Kumar.
Publisher: Mumbai ACC LTD 2022Edition: Vol.96(9), Sep.Description: 48-58p.Subject(s): Civil EngineeringOnline resources: Click here
In:
Indian Concrete Journal - ICJSummary: This study considers low (5-storey), medium (10-storey), and high-rise (20-storey) buildings on hard, medium, and soft soils according to IS code. These 9 buildings are designed for base shear obtained from IS: 1893-1 (2016)[11], fixed base and flexible base, respectively. This study shows that buildings designed according IS code are over designed when compared with flexible base. To check safety of these overdesigned buildings, linear dynamic analysis, and pushover analysis were performed. These analyses show that flexible base design is safer, and economical than IS code and fixed base design buildings.
| Item type | Current location | Call number | Status | Date due | Barcode | Item holds |
|---|---|---|---|---|---|---|
Articles Abstract Database
|
School of Engineering & Technology (PG) Archieval Section | Not for loan | 2023-0057 |
This study considers low (5-storey), medium (10-storey), and high-rise (20-storey) buildings on hard, medium, and soft soils according to IS code. These 9 buildings are designed for base shear obtained from IS: 1893-1 (2016)[11], fixed base and flexible base, respectively. This study shows that buildings designed according IS code are over designed when compared with flexible base. To check safety of these overdesigned buildings, linear dynamic analysis, and pushover analysis were performed. These analyses show that flexible base design is safer, and economical than IS code and fixed base design buildings.
Click on an image to view it in the image viewer
There are no comments for this item.