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  Authors

Ahmed Sajid Basha

  Keywords

Multi-storey building, Seismic Analysis, Vertical Irregularity, Mass Irregularity, Storey drift, Storey Shear, Story Displacement.

  Abstract


For over 35 years now, field of earthquake engineering has existed in our country. There have been significant contributions to seismic safety of several important structures in our country by Indian engineers. It is also seen that due to lack of awareness amongst practicing engineers about provisions that needs to be followed in designing earthquake resistant buildings, the result has been less satisfactory for normal structures during past Earthquake in India. To prevent the buildings from earthquake excitations there are several techniques that are used nowadays such as base isolation, dampers, bracings, etc. This paper is a review on various researches carried out by various researchers and engineers on such systems. The paper consists of a short review on the tests and investigations on systems for earthquake resistance in buildings done by professors, students, etc of various universities from all over the globe and also focuses on the result they obtained. Due to fast urbanization construction of a large number of multi-storeyed buildings, many existing RCC buildings located in seismic zones are deficient to withstand earthquakes. In order fulfil the requirement of this increased population in the limited land the height of building becomes medium to high-rise. But during Bhuj earthquake, in Ahmedabad two buildings which were designed as per IS:1893-1984 and were found to be seriously damaged due to mass irregularity as a swimming pool was located at the 10th floor. During an earthquake, failure of structure starts at points of weakness. Generally weakness is due to geometry, mass discontinuity and stiffness of structure. Hence structures fail during earthquakes due to vertical irregularity. Vertical Mass irregularity is an important factor which is to be considered while designing multi-storeyed building. In this project work seismic analysis of RCC buildings with mass irregularity at different floor level are carried out. This paper highlights the effect of mass irregularity on different floor in RCC buildings with as Response Spectrum analysis was performed on regular and various irregular buildings using Staad-Pro.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT1134675

  Paper ID - 225114

  Author type - Indian Author

  Page Number(s) - 610-618

  Pubished in - Volume 7 | Issue 3 | September 2019

  DOI (Digital Object Identifier) -   

  No Of Downloads - 94

  Author Country - India, -, -, -, -, Science and Technology

  Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Published Paper PDF : - http://www.ijcrt.org/papers/IJCRT1134675

  Published Paper URL: : - http://ijcrt.org/viewfull.php?&p_id=IJCRT1134675

  Published Paper PDF Downlaod: - download.php?file=IJCRT1134675

  Cite this article

Ahmed Sajid Basha,   "EARTHQUAKE CAUSES DIFFERENT SHAKING INTENSITIES AT DIFFERENT LOCATIONS AND THE DAMAGE INDUCED IN BUILDINGS: A REVIEW", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.7, Issue 3, pp.610-618, September 2019, Available at :http://www.ijcrt.org/papers/IJCRT1134675.pdf

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