Seismic analysis of RCC Building with different Re-entrant corner ratio (Record no. 237162)

MARC details
000 -LEADER
fixed length control field 01212nam a2200121Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231221s9999 xx 000 0 und d
041 ## - LANGUAGE CODE
Language code of text/sound track or separate title English
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Pramod, G.
245 #0 - TITLE STATEMENT
Title Seismic analysis of RCC Building with different Re-entrant corner ratio
Remainder of title Ramachandra, P.
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Date of publication, distribution, etc. Sept 2018 - Jul 2019
Name of publisher, distributor, etc. PES University
Place of publication, distribution, etc. Bengaluru
510 ## - CITATION/REFERENCES NOTE
Name of source Effective functional efficiency of structures along with attractive aesthetical appearance is mostly in demand in this modern civilisation.in the recent decade many irregular buildings are constructed with complex geometries, slender members, advance materials, complex boundary conditions and combination of loads acting upon them resulting in unexpected response and their effects under various dynamic loading condition. To study the seismic response of RCC Building with plan irregularities due to re-entrant corners. Using ETABS software., the seismic response of G+12 storied RCC Building with plan irregularities due to re-entrant corners has been analysed for Static analysis, Modal analysis and Time history analysis Results in the form of storey displacement, storey drift, torsional rotation and time period are evaluated and compared.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Compact Disks
Holdings
Date last seen Total checkouts Accession number Price effective from Category Lost status Damaged status Withdrawn status Home library Current library Entry date Grants Currency symbol Conversion rate Discount
26/01/2024   CD7276 26/01/2024 Compact Disks       Central Library Central Library   Civil RS 1  

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