In highly crowded urban areas, provision for the accommodation of parking locations, reception lobbies, terrace gardens, etc are of great concern. Building with a floating column can be a viable option and can be advantageous, but it is necessary to investigate its cost-effectiveness and structural performance during strong ground motion resulting from earthquake excitation. The overall shape, size, and geometry of a building influence its characteristics and behavior under seismic loading. That is why the performance of floating column buildings with respect to normal buildings in seismic-prone areas needs to be evaluated. In this study, both the static and dynamic analysis methods are engaged to observe the performance of the buildings having floating columns for seismic loading in accordance with the provision stated in BNBC 2020. Four different cases where buildings with varying locations of floating columns are analyzed along with the normal building that has no floating column. From the analytical results, it is observed that story displacement, story drift, and base shear are increasing quite rapidly in those buildings that have floating columns (Case II, III, and IV) compared to a normal building. Floating column buildings undergo relatively more horizontal displacements due to an increase in the fundamental time period which can cause damages to structural and non-structural members if the lateral displacement exceeds the code stipulated maximum limit. Seismic base shear and overturning moment are also increasing for the cases of buildings with floating columns due to discontinuity in load distribution path. Also, torsional irregularity has been developed but modal mass participation ratio has been decreased when floating columns are introduced asymmetrically. It can be said that the provision of floating columns in highrise buildings is beneficial in providing an uninterrupted open floor space but at the same time they are risky and vulnerable in seismic-prone areas.

1.
BNBC
, Bangladesh National Building Code 2020:
Housing and Building Research Institute
Dhaka, Bangladesh
.
2.
Gandla
S.
and
Pradeep
K. R.
, (
2014
).
Seismic analysis of a normal building and floating column building
.
International Journal of Engineering Research and Technology
, Vol.
3
(
9
).
981
987
.
3.
Kavya
N.
,
Manjunath
K.
and
Sachin
P. D.
, (
2015
).
Seismic evaluation of multistory RC buildings with and without floating columns
.
IEEE Trans. Power System
, Vol.
19
(
1
),
356
365
.
4.
Keerthigowda
B. S.
and
Tajoddeen
S.
, (
2014
). “
Seismic analysis of multistory building with a floating column
Proceedings of the first annual conference of Innovations and Development in Civil Engineering
,
ACIDIC, NITK, Surathkal
,
India
, Vol.
01
,
528
535
.
5.
Mundada
A. P.
and
Sawdatkar
S. G.
, (
2014
).
Comparative seismic analysis of multistory building with and without floating column
.
International Journal of Current Engineering and Technology
, Vol.
04
(
1
),
3395
3400
.
6.
Maitra
K.
and
Serker
N. H. M.
, (
2018
).
Evaluation of Seismic Performance of Floating Column Building
.
American Journal of Civil Engineering
, Vol.
06
,
55
59
.
7.
Malavya
P.
and
Saurav
K.
, (
2014
).
Comparative study of the effect of floating columns on the cost analysis of a structure designed on Staad Pro v8i
.
International Journal of Scientific & Engineering Research
, Vol.
05
(
5
),
22
34
.
8.
Nautiyal
P.
,
Akhter
S.
, and
Batham
G.
, (
2014
).
Seismic response evaluation of RC frame building with floating column considering different soil conditions
.
International Journal of Current Engineering and Technology
, Vol.
04
(
1
),
132
138
.
9.
Rohilla
I.
,
Gupta
S. M.
, and
Saini
B.
, (
2015
).
Seismic response of multistory irregular building with the floating column
.
International Journal of Research in Engineering and Technology
, Vol.
04
(
3
),
506
518
.
10.
Raja
T. S.
and
Prasad
P. V.
, (
2014
).
Study of the behavior of seismic analysis of multistoried buildings with and without floating column
.
Caribbean Journal of Science and Technology
, Vol.
02
,
697
710
.
11.
Sabari
S.
and
Praveen
J. V.
, (
2014
).
Seismic analysis of multistory building with a floating column
.
International Journal of Civil and Structural Engineering Research
, Vol.
02
(
3
),
12
23
.
12.
Srikanth
M. K.
and
Yogeendra
R.
, (
2014
).
Seismic response of complex buildings with floating columns for zone II and zone V
.
International Journal of Engineering Research
, Vol.
02
(
4
),
01
11
.
13.
Sairam
B.
,
Rastogi
B.
,
Patel
V.
, and
Pancholi
V.
, (
2018
).
Influence of local site effects in the Ahmedabad megacity on the damage due to past earthquakes in Northwestern India
.
Bulletin of the Seismological Society of America
, Vol.
108
(
4
),
2170
2182
.
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