Effects of rotary inertia of tall buildings in seismic analysis (Record no. 35327)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
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035 ## - SYSTEM CONTROL NUMBER
System control number .b10231365
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 961
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Satkunarajah, Paramasamy
245 10 - TITLE STATEMENT
Title Effects of rotary inertia of tall buildings in seismic analysis
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1976
300 ## - PHYSICAL DESCRIPTION
Extent 28 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 961
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1976
520 ## - SUMMARY, ETC.
Summary, etc. In this study, the influence of rotary inertia of shear walls and floor slabs on dynamic response of tall buildings is presented. In order to facilitate the analysis, an approximate three dimensional analysis of asymmetric wall-frame building subjected to lateral dynamic load (5) is used together with the assumptions that the mass of the structure is concentrated at the floor levels and each floor is all owed to have three degrees of freedom, namely, two horizontal translations and rotation in plane. Assuming that the connections of frames with the shear wall are rigid, a comparison of dynamic response with and without the inclusion of .rotary inertia of floor slabs and shear wall is made . Since a perfect rigidity is very rarely met in practice, a comparison is al so made by dropping the inertia of floor slabs in the above analysis. The influence of inertia terms on shear force and bending moment are also presented. The significance of these effect s in connection with the number of sotries are also included in this thesis. In the analysis, two multi-story buildings, in which each floor plan has an axis of symmetry, are studied. Each building is subjected t o an earthquake in the direction normal to its axis of symmetry. It is found in t he hypothetical case where the rigidity of the connection between the shear wall and a floor is perfect, the rotary inertia of the building produces considerable effects on both high-rise buildings and low buildings. It is also found that the inclusion of rotary inertia of shear wall only gives smaller effects on tall buildings and very little or no effect on low buildings.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tall buildings
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Seismology
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Karasudhi, Pisidhi,
Relator term Chairperson
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Canadian government,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. 961
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22799">http://203.159.5.9/ait-thesis/detail.php?q=B22799</a>
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Cataloger's initials, CIN (RLIN) 951012
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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CREATED CREATED : 1994-05-17
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. 961 30050003039129 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. 961 30050003039095 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no. 961 30050160091483 18/08/2026   18/08/2026 40-Archives
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