Seismic performance analysis of outrigger structural system with dampers (Record no. 10601)

000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20191218144720.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191218b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 11273
Author Gowda, M. Rame
245 ## - TITLE STATEMENT
Title Seismic performance analysis of outrigger structural system with dampers
250 ## - EDITION STATEMENT
Volume, Issue number Vol.93(11), Nov
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New Delhi
Name of publisher, distributor, etc. ACC LTD
Year 2019
300 ## - PHYSICAL DESCRIPTION
Pagination 16-22p.
520 ## - SUMMARY, ETC.
Summary, etc. Growth in economy leads to development in cities at a much higher rate and tall buildings are a direct effect of this growth. The cities with much higher seismic risk will have to develop new innovative concepts of designing tall structures and an outrigger structural system is one of many such design concepts which have made helped in constructing tall buildings. Outrigger structural system is easy to construct and they provide high lateral stiffness. Further this outrigger system is provided with dampers to improve the efficiency of the structure. This work presents the performance analysis of such outrigger structural system with dampers. Models consisting of one and two outriggers are developed and their performance is analyzed based on their response to dynamic analysis (time history) carried out to the past historical earthquakes in the California region. This work has been carried out using the ETABS software. The parametersdiscussed are lateral displacements, inter-story drifts, shear force and bending moment in the core for dynamic analysis. Also the performance of outrigger structural system with dampers is analysed varying flexural rigidity ratio from 0.25 to 2. From the analysis it is found that there is reduction in responses of the outrigger structure with dampers.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4690
Topical term or geographic name entry element Construction Engineering and Management (CEM)
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 11274
Co-Author Goveas, Shivie R. P.
773 0# - HOST ITEM ENTRY
Record control number icj
Place, publisher, and date of publication Thane ACC Limited
Title Indian Concrete Journal
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/112019
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Permanent Location Current Location Shelving location Date acquired Barcode Date last seen Price effective from Koha item type
          School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 2019-12-18 2020527 2019-12-18 2019-12-18 Articles Abstract Database
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