Cover Image

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...

Full description

Saved in:
Bibliographic Details
Main Authors: Tin, Nann, Tin , Tin Win
Format: Conference or Workshop Item
Language:English
Published: 2008
Subjects:
TH1-9745 Building construction
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!
id my.usm.eprints.34429
record_format eprints
spelling my.usm.eprints.34429 http://eprints.usm.my/34429/ Analysis and design of multi-storey composite building Tin, Nann Tin , Tin Win TH1-9745 Building construction 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. 2008-12 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.usm.my/34429/1/HBP8.pdf Tin, Nann and Tin , Tin Win (2008) Analysis and design of multi-storey composite building. In: 2nd International Conference on Built Environment in Developing Countries., 3rd- 4th December 2008, Universiti Sains Malaysia, Pulau Pinang.
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic TH1-9745 Building construction
spellingShingle TH1-9745 Building construction
Tin, Nann
Tin , Tin Win
Analysis and design of multi-storey composite building
description 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.
format Conference or Workshop Item
author Tin, Nann
Tin , Tin Win
author_facet Tin, Nann
Tin , Tin Win
author_sort Tin, Nann
title Analysis and design of multi-storey composite building
title_short Analysis and design of multi-storey composite building
title_full Analysis and design of multi-storey composite building
title_fullStr Analysis and design of multi-storey composite building
title_full_unstemmed Analysis and design of multi-storey composite building
title_sort analysis and design of multi-storey composite building
publishDate 2008
url http://eprints.usm.my/34429/1/HBP8.pdf
http://eprints.usm.my/34429/
_version_ 1643708205626294272
score 13.211869

Similar Items