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Seismic performance of flat slab under the different earthquake loading / Muhammad Izzulfikri Azman

By:

Muhammad Izzulfikri Azman [author.]

Material type: Text

TextPublisher: Kuantan, Pahang : UMP, 2018Description: xiii, 71 pages : illustrations (some color) ; 30 cm. + 1 CD ROMContent type:

text

Media type:

unmediated
computer

Carrier type:

volume
computer disc

ISBN:

THE0000493(Local)

Subject(s):

Dissertation note: Project Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018 Abstract: Malaysia is the country region that free from red zones which is earthquake zones. But nowadays we heard news about earthquake that suddenly happen in Malaysia. So a study of earthquake was carrying out for structural which is flat slab structure. Flat Slab Structure is the structure that will damage cause by the seismic effect and also an important structure. Most structure of Flat Slab in Malaysia does not take account the seismic loading. Therefore, by using SAP 2000 software a modal analysis was created and the purpose of this research is to study the performance of the flat slab structure. The performance characteristic includes displacement, acceleration and velocity of the flat slab structure. The performance for each member of the structure can be determined through the displacement and the acceleration value. The earthquake data is from Acheh and Bukit Tinggi earthquake that get from the Malaysia Meteorological Department. After the analyse the 12 mode shape had been shown. Each mode shape produces the different number of frequency and also natural time period. According to 12 mode shape produced, three mode shapes with the highest frequency will be selected as the best mode shape. Other than that the rigidity of shape of each mode shape also can be determined according to the classification of time period the building. The classification are Rigid (T < 0.3 sec), Semi-Rigid (0.3 sec < T < 1 sec), and Flexible Structure (T > 1).

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Holdings ( 2 )
Title notes ( 4 )

Holdings
Item type	Current library	Call number	Copy number	Status	Date due	Barcode
Final Year Report	UMPLIB GAMBANG	FKASA .I99 2018 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000122830
Final Year Report	UMPLIB GAMBANG	CD 11298 \| FKASA .I99 2018 r Bc. (Browse shelf(Opens below))	1	Not for loan		0000122831

Faculty of Civil Engineering and Earth Resources

Project Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018

Includes bibliographical references

Malaysia is the country region that free from red zones which is earthquake zones. But nowadays we heard news about earthquake that suddenly happen in Malaysia. So a study of earthquake was carrying out for structural which is flat slab structure. Flat Slab Structure is the structure that will damage cause by the seismic effect and also an important structure. Most structure of Flat Slab in Malaysia does not take account the seismic loading. Therefore, by using SAP 2000 software a modal analysis was created and the purpose of this research is to study the performance of the flat slab structure. The performance characteristic includes displacement, acceleration and velocity of the flat slab structure. The performance for each member of the structure can be determined through the displacement and the acceleration value. The earthquake data is from Acheh and Bukit Tinggi earthquake that get from the Malaysia Meteorological Department. After the analyse the 12 mode shape had been shown. Each mode shape produces the different number of frequency and also natural time period. According to 12 mode shape produced, three mode shapes with the highest frequency will be selected as the best mode shape. Other than that the rigidity of shape of each mode shape also can be determined according to the classification of time period the building. The classification are Rigid (T < 0.3 sec), Semi-Rigid (0.3 sec < T < 1 sec), and Flexible Structure (T > 1).