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Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8

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Bibliographic Details
Main Author: Chow, Jia Yi
Other Authors: Zulham Affandi Mohd Zahid
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2015
Subjects:
Seismic force
Seismic lateral force
Elastic response spectra
Ductility
Predictor system
Online Access:http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40539
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spelling my.unimap-405392015-10-21T14:25:55Z Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8 Chow, Jia Yi Zulham Affandi Mohd Zahid Seismic force Seismic lateral force Elastic response spectra Ductility Predictor system Access is limited to UniMAP community. Seismic force affecting structure by lateral motion, this gives impact especially to the base of high rise building. Hence, a calculator had been developed to predict shear base force in order to design anti-seismic structure. The main objective of this project is to develop a user friendly programme where seismic lateral force as known as base shear force can be computed efficiently. The coding equations and conditions would be base on EUROCODE 8: Design of Structures for Earthquake Resistance. In order to design a predictor, a programming software, Microsoft Visual Basic Express Edition 2008 is chosen so that conditions such as ground properties, structure properties and loading actions required for computing base shear force can be programmed. The product of this programme is base shear force, in accordance to condition and equation stated in EURCODE 8. The overall result obtained from Base Shear Force Predictor is checked by manual calculation and the difference between them is 0.04kN. By comparing with other existing product in market, Base Shear Force Predictor has more commercial value as the reference code of design is base on EUROCODE 8. However, there are several limitation for Base Shear Force Predictor to be improved as this programme is not intended to do structural analysis design, but for the purpose of computing seismic lateral force for the base of building. 2015-10-21T14:25:55Z 2015-10-21T14:25:55Z 2013-06 Learning Object http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40539 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Seismic force
Seismic lateral force
Elastic response spectra
Ductility
Predictor system
spellingShingle Seismic force
Seismic lateral force
Elastic response spectra
Ductility
Predictor system
Chow, Jia Yi
Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
description Access is limited to UniMAP community.
author2 Zulham Affandi Mohd Zahid
author_facet Zulham Affandi Mohd Zahid
Chow, Jia Yi
format Learning Object
author Chow, Jia Yi
author_sort Chow, Jia Yi
title Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
title_short Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
title_full Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
title_fullStr Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
title_full_unstemmed Develop a programme to predict seismic base shear force of type 2 elastic response spectra according to EUROCODE 8
title_sort develop a programme to predict seismic base shear force of type 2 elastic response spectra according to eurocode 8
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2015
url http://dspace.unimap.edu.my:80/xmlui/handle/123456789/40539
_version_ 1643799405848952832
score 13.214268

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