UMP Institutional Repository

Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation

Dinie Amni, Mahamud (2017) Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.

[img]
Preview
PDF (Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Table of contents)
Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Table of contents.pdf - Accepted Version

Download (421kB) | Preview
[img]
Preview
PDF (Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Abstract)
Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Abstract.pdf - Accepted Version

Download (174kB) | Preview
[img]
Preview
PDF (Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Chapter 1)
Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-Chapter 1.pdf - Accepted Version

Download (369kB) | Preview
[img]
Preview
PDF (Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-References)
Earthquake resistance and structural performance of steel warehouse under Acheh and El Centro excitation-References.pdf - Accepted Version

Download (173kB) | Preview

Abstract

Malaysia started to experience earthquake especially in Sabah and Sarawak compared to Peninsular Malaysia. Structures in Malaysia was designed without considering the seismic code of practice. Therefore, a study of earthquake resistance and performance was conducted for steel warehouse when subjected to Acheh and El Centro excitation. SAP2000 software was used to analyze the structure for linear and non-linear analysis. Modal analysis was done to determine the vulnerability of steel warehouse. 12 mode shapes were produced with different frequency and time period. The lower the frequency, the longer its time period to make a complete cycle. Steel warehouse under Acheh and El Centro excitation were compared for their strength and resistance. El Centro excitation is much stronger compared to Acheh, since it produce large acceleration on structural member joint. Based on time history analysis, the structures are analyzed with only the loading of earthquake obtained from Malaysia Meteorological Department. Response spectrum analysis was based on Eurocode 8 which produced much accurate value of acceleration and displacement for structure design purposes. Therefore, the dynamic characteristics of steel warehouse could be studied through these analysis. The vulnerability of structure also defined based on the critical member of steel warehouse.

Item Type: Undergraduates Project Papers
Additional Information: Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017, SV: IR DR SAFFUAN BIN WAN AHMAD, NO. CD: 11001
Uncontrolled Keywords: Earthquake; steel warehouse
Subjects: Q Science > QE Geology
T Technology > TA Engineering (General). Civil engineering (General)
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: Mrs. Sufarini Mohd Sudin
Date Deposited: 27 Jun 2018 01:30
Last Modified: 27 Jun 2018 01:30
URI: http://umpir.ump.edu.my/id/eprint/21216
Download Statistic: View Download Statistics

Actions (login required)

View Item View Item