Effects of Irregularity on a Butterfly Plan-Shaped Tall Building under Wind Load (Record no. 15123)

000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20210901103132.0
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fixed length control field 210901b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 14163
Author Bhattacharjee, Sourav
245 ## - TITLE STATEMENT
Title Effects of Irregularity on a Butterfly Plan-Shaped Tall Building under Wind Load
250 ## - EDITION STATEMENT
Volume, Issue number Vol.102(2), June
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New York
Name of publisher, distributor, etc. Springer
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 451-468p.
520 ## - SUMMARY, ETC.
Summary, etc. Irregularity in plan shape is very common and sometimes unavoidable for providing proper ventilation in and around a tall building. In this present study, the pros and cons of using irregular type butterfly plan-shaped building over regular square plan-shaped buildings are discussed. Two turbulence models, standard k-epsilon (SKE) and shear stress transport (SST), were used for the validation of the numerical model, and the data were compared with previous experimental results of Commonwealth Advisory Aeronautical Research Council (CAARC) building model from literature. The force coefficients (both X and Y direction) and external pressure coefficients are observed considering four different heights and five different irregularity ratios of the butterfly building for wind incidence angle ranging between 00 and 450 at an interval of 150. The variation of pressure along various faces of the building is analysed with the help of contours and horizontal peripheral lines. With the increase in the irregularity ratio, the overall plan area consumed by the building is increased although the ventilation of the building is improved drastically along with a decrease in the force coefficient acting on the building and the maximum local suction at the corner regions.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 7238
Co-Author Banerjee, S.
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Switzerland Springer
International Standard Serial Number 2250-2149
Title Journal of the institution of engineers (India): Series A
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://link.springer.com/article/10.1007/s40030-021-00511-6
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 2021-09-01 2021-2022047 2021-09-01 2021-09-01 Articles Abstract Database
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