Salim, Mohd Azli (2011) Mathematical Modeling of Structural Integrity on High Rise Building Using Parallel Axis Theorem and Finite Element Analysis. International Journal of Physical and Mathematical Sciences, 2 (1). pp. 73-82. ISSN 2010-1791
Text (International Journal of Physical and Mathematical Sciences)
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Abstract
This study provides an introduction to the concepts and principles of seismic design, including strategies for designing earthquakeresistant buildings to ensure the health, safety, and security of building occupants and assets. There are three main factors that contribute to the successful seismic design. Firstly, the design team must consider a multihazard approach in designing the structure that accounts for the potential impacts of seismic forces as well as all the major hazards to which an area is vulnerable. Secondly, considerations need to be made pertaining to the performancebased requirements. This requirement may exceed the minimum life safety requirements of current seismic codes. Therefore, the safety factor must be established to respond appropriately to the threats and risks posed by natural hazards on the building's mission and occupants. Thirdly, since earthquake forces are dynamic and each building responds according to its own design complexity, it is essential that the design team work collaboratively and have a common understanding of the terms and methods used in the seismic design process. In addition to that, as a general rule, building that is designed to resist earthquakes should also resist blast (terrorism) or wind, suffering less damage.
Item Type: | Article |
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Uncontrolled Keywords: | Modeling, high rise building, seismic, earthquake |
Subjects: | T Technology > TJ Mechanical engineering and machinery |
Divisions: | Faculty of Mechanical Engineering > Department of Structure and Materials |
Depositing User: | Mr Mohd Azli Salim |
Date Deposited: | 09 Jul 2012 07:14 |
Last Modified: | 24 Nov 2021 16:47 |
URI: | http://eprints.utem.edu.my/id/eprint/3691 |
Statistic Details: | View Download Statistic |
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