Earthquake Response Control of RC Water Tower Frame Staging Using Special Protection System Sakshi Manchalwar-Juniper Publishers
Juniper Publishers- Journal of Civil Engineering
Abstract
In this paper, nonlinear performance of elevated
water tank staging has been studied. For this purpose, two different
staging pattern are selected for same water capacity of tank and
performance are compared. Further nonlinear dynamic behaviour is studied
by performing nonlinear time history analysis. The results show unsafe
response conditions of structural elements and based on these results
two protective system are proposed. Base isolation system (Laminated
rubber bearing) and passive energy dissipation devices (Metallic damper)
are used to control seismic response of tank staging. The effectiveness
of two protective systems to control response of tank staging are
discussed.
Keywords: Water tank staging; Time history analysis; Metallic damper; Isolator; LRB
Abbreviations: IO: Immediate Occupancy; LS: Life Safety; C: Collapse
List of Symbols
Kd = Initial Stiffness of the XPD;
Fy = Yield Load of the XPD
q = Yield Displacement of the XPD.
E = Elastic Modulus of the Damper Material
σy = Yield Stress of the Damper Material,
a = Height of the XPD
b = Width of the XPD
t = Thickness of the XPD
Introduction
Elevated water tanks are commonly used in public
water distribution system. Being an important part of lifeline system,
and due to post earthquake functional needs, seismic safety of water
tanks is of considerable importance. Elevated water tanks also called as
elevated service reservoirs (ESRs) typically comprises of a container
and a supporting tower (also called as staging). The column-brace frame
type of staging is essentially a 3D reinforced concrete frame which
supports the container and resists the lateral loads induced due to
earthquake or wind. Aim of the present study is to bring out the
differences in seismic behaviour of column-brace (staging) frame in the
post-elastic region and to quantify their ductility. In addition,
nonlinear dynamic analysis is also performed to bring out the
differences in the nonlinear dynamic behaviour of two types of frames.
Soni et al. [1]
investigated the behaviour of liquid storage slender and broad tanks
isolated by the double variable frequency pendulum isolator. Seleemah
and Sharkawy [2]
investigated the seismic responses of base-isolated broad and slender
cylindrical liquid storage ground tanks by using three types of
isolation systems. Panchal and Jangid [3] using Variable Frequency Pendulum Isolator The seismic response of liquid storage steel tanks was studied.
X-Plate Damper (XPD)
X - Plate damper is used to control earthquake
vibrations. For this purpose, dampers are connected diagonally in
structure. XPD is most effective for dissipation of seismic energy due
to inelastic deformation of mild steel. One or more number of plates are
used depending on requirement. X - plate of dimensions 120mm overall
depth, 40mm width and 6mm thick is used. Initially Kelly et al. [4]
was introduced this device and number of experiments was performed with
structure to know efficiency of damper and same work was followed by
Skinner et al. [5] and Tyler [6]. Bergman & Goel [7]
and Whittakar [8- 9] investigated dynamic behaviour of damper
experimentally further the application of damper for seismic
retrofitting project was explained by Matinez-Romero [10] and Perry et al. [11] and studied the effectiveness of damper. A geometrical shape and supporting device used in this work is shown in Figure 1.

Using beam theory, the properties of XPD are expressed in equation (1) to (3),

Lead Rubber Bearing Isolation


Lead rubber bearing consist of lead core and
laminated rubber. The rubber in the LRB acts as spring. More rigidity
added in isolator due to lead core which is provided in centre shown in Figure 2. Lead core having low yield strength but it exhibits elasto-plastic in nature [12].
Base isolation system helps to protect structure from force of
vibration. It offers high vertical stiffness due to rubber reinforced by
steel plates and it is very soft laterally.
The characteristics of the lead material have been
considered in the production of LRB systems. In general, lead has a low
yield point when its shear stress reaches 10MPa, and it exhibits elasto-
plastic behavior. Lead is also resistant to repeated loads and can
renew itself over time following deformation, Komur [13].
Case Study
The characteristics of the lead material have been
considered in the producThe present study is divided into two phase, in
first phase seismic performance evaluation of two different tank staging
is done for same tank capacity and compared the nonlinear static
performance. In second phase, the seismic response of staging for
nonlinear dynamic analysis is study. This nonlinear time history
analysis is performed for two real ground motions in SAP2000NL. The
results show the unsafe response of staging members and based on these
results two protective systems are proposed. Base isolation system and
passive energy dissipation devices are used. For base isolation and
passive energy dissipation, laminated rubber bearing and metallic
dampers are used respectively. These protective systems significantly
reduced the seismic response of structure which makes safe response of
conditions of staging [14,15].

In first phase of work two rectangular staging are
consider for this study with capacity of 250m3. The details and
geometrical properties of staging shown in Figure 3.
Constant storey height 3m is considered above ground level and the
foundation depth is assumed at 2m. The design seismic forces has been
calculated as per IS 1893:2014 (part 2). Circular column of 450mm
diameter, top beam of 300 x 600mm and bracing of 300 x 450mm are used
for modelling of staging. The grade of concrete with nominal
characteristic compressive strength of 25MPa and reinforcing steel
having yield strength of 500MPa has been used in design.
Figure 4
shows capacity curve which gives comparison between two types of
staging used for same capacity of water tank. Staging 2 having
additional diagonal bracing in plan which improve performance of staging
as compare to staging 1. Performance of structure has been classified
into different levels, viz. Immediate Occupancy (IO), Life Safety (LS)
and Collapse (C). Immediate Occupancy, means the post-earthquake damage
state in which only very limited structural damage has occurred. Life
Safety Performance Level means the post-earthquake damage state in which
significant damage to the structure has occurred, but some margin
against either partial or total structural collapse remains. Collapse
Performance Level means the structure is on the verge of experiencing
partial or total collapse.

Further study has done on same type of staging.
Nonlinear time history analysis has performed for with and without
protection system and results show the significant reduction in response
quantities.For numerical analysis two earthquake records, listed in Table 1,
were taken from ATC-40. These time histories have been scaled to
spectral compatible time history data with peak ground acceleration of
0.36g.
Figure 5 & 6
shows acceleration comparison of staging I and II with and without base
isolation system for two different earthquakes. The amount forces
exerted on structure is depends on acceleration. Figure 5 & 6 shows 30-40 % reduction in acceleration thus earthquake shears are also reduced.
Figure 7 & 8
shows displacement comparison of staging I and II with including
metallic dampers. Due to effectiveness of damper, top displacement is
significantly reduced. Figure 7 & 8 shows 50-60 % reduction in displacement by metallic damper and makes structure safe.







Table 2 & 3
gives amount of energy dissipated by protection system. More than 60%
energy is dissipated by isolators and dampers. Thus less energy will
dissipate by inherent damping of structure and structural damages will
minimize.
Conclusion
In present work two different staging pattern are
considered for same water capacity of tank. Seismic capacity of both the
staging is determined by nonlinear static analysis. Staging II gives
more capacity due to addition of extra bracings. The seismic demand of
staging is obtained by performing nonlinear time history analysis. To
reduce response of structure base isolation system and metallic damper
is installed separately. Following conclusions are drawn:
a. Due to base isolator there is significant
reduction in acceleration of both staging. Therefore, less shear force
will act on structure.
b. Metallic damper is more effective to reduce
displacement of structure to make it safe. More deformation is one of
the cause of damage, hence metallic damper is effective to minimize the
damages in tank staging.
c. Earthquake gives large amount of energy to the
structure which causes the damages in structure due to increase in
potential energy of structural elements. But with the help of isolators
and damper more energy can dissipate and less energy is offered on
structure. The results show more energy is dissipated by special
protection systems.
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