Browsing School of Environmental Engineering (FYP) by Author "Mohd Zulham Affandi Mohd Zahid"
Now showing items 1-9 of 9
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Assessment of low-rise reinforced concrete building in low seismicity region
Fateha, Shahrin (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2012-05)A literature review has been conducted aimed at improving the general understanding of the seismic response of concrete buildings in low-to-moderate seismicity regions. This paper summarizes and discusses the existing ... -
Assessment of school building model under recommended earthquake loading for Peninsular Malaysia
Ooi, Tze Yang (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2014-05)This paper is written to study how a structural (in this study, a school building is taken as a model) in Malaysia resist against earthquake of which the earthquake magnitude has been scale down according to Malaysian ... -
Develop a programme to predict the seismic base shear force of type 1 elastic response spectra according to eurocode 8
Tan, See Min (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2013-06)The aim of this project is to develop a user friendly programme where seismic lateral force which also known as base shear force can be determine efficiently. The standards and conditions that used to obtain the base ... -
An evaluation of structural joint in IBS construction
Mohd Khairil Hakimi, Khairolazar (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2013-06)Precast concrete slab and shear wall are leading the Malaysian construction industry as the usage of the precast component has increase from previous years. This thesis of evaluation of joint structure in Industrialized ... -
Fundamental periods for medium-rise Reinforcement Concrete (RC) buildings
Nazrul Amir, Rejab (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2013-06)EC 2 standard and EC 8 standard as a parameter in determined the characteristic of fundamental period. From the research, the analyses were conducted based on the physical properties, and strength properties. The research ... -
Overstrength factor for low-rise RC building
Muhammad Firdaus, Abdul Rahman (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2012-05)This research focuses on the application of these sets of new design codes (Eurocode) in the form of spreadsheets from Microsoft Excel for the purpose of analyzing and designing of reinforced concrete elements, mainly beams ... -
Response of eight storey regular and irregular buildings with transfer beam under near field earthquake excitation with vertical component
Doreen, Bong Yin Yin (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2014-06)In this paper the effect of the vertical component of ground motion on the response of reinforced concrete frame is investigated and their performances of the analyses are expressed in term of interstorey drift ratio and ... -
The response of three storey & eight storey irregular buildings with set back under earthquake excitation with vertical component
Tan, Miao Gin (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2014-06)This paper presents an extensive parametric study on the response of 3 storey and 8 storey set back reinforced concrete (RC) planar frames which are subjected to 10 selected ground motions which recorded by PEER (Pacific ... -
Seismic and assessment of the high-rise RC buildings under repeated near field earthquakes with vertical component
Thinesh, Perumall (Universiti Malaysia Perlis (UniMAP)School of Environmental Engineering, 2013-06)This paper presents an extensive parametric study on the inelastic response of 18 storey reinforced concrete (RC) planar frames which are subjected to 10 single and sequential ground motions. Three families of regular ...