Analysis and design of multi-storey composite building
Many types of multistory buildings are the symbols of modernized and developed nations. These buildings are the solution to the problem of living because of population growth. High-rise steel frame and concrete frame structures have been constructed in design of tall buildings in our country as a...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Conference or Workshop Item |
| Language: | English |
| Published: |
2008
|
| Subjects: | |
| Online Access: | http://eprints.usm.my/34429/1/HBP8.pdf http://eprints.usm.my/34429/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Universiti Sains Malaysia |
| Language: | English |
| Summary: | Many types of multistory buildings are the symbols of modernized and
developed nations. These buildings are the solution to the problem of living because of
population growth. High-rise steel frame and concrete frame structures have been
constructed in design of tall buildings in our country as a standard role. But, composite tall
building is not situated up to now. Therefore, it is necessary to study special attention in
designing the composite tall building.
This study deals with composite action in structural members of 5 stories composite
building. It belongs to seismic zone 2A. The spans of the sample model are arranged from
10 feet to 30 feet. Analysis of building is carried out by using ETABS Software. In designing
beam members, ETABS Software is also used, but CSICOL Software is introduced for
column design. Only square sections are used in column design for the purpose of easy to
construct the building. The structure is composed of special moment resisting frame by using
steel and concrete materials. Seismic load follows the Uniform Building Code (UBC)
procedure of equivalent static and dynamic analysis load assumptions and load
combinations are also according to UBC provision. In dynamic analysis, response spectrum
method is used. Wide flange W-sections are used for frame members associated with
reinforced concrete. Floor slabs are designed as metal steel deck supporting concrete slab
system. Joints are considered as rigid joints and connection is designed with bolts and weld.
Necessary checking is carried out for the stability of the superstructure. |
|---|