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Water Tank Design Sap 2000 V17 19 ((NEW))



This paper presents an evaluation of an existing school prototype building under 1993 and 2012 Egyptian codes, and then displays a proposed system for seismic response improvement. The proposed seismic improvement methodology is based on using water tanks as a Tuned Mass Damper (TMD). Pushover analysis is used as a tool and technique to evaluate the nonlinear behaviour of existing building and examine the feasibility of the proposed improvement method.




Water Tank Design Sap 2000 V17 19



Liquid Mass Dampers have been used to stabilize marine vessels or to control a wobbling motion of satellites since 1950, and then was used in structural engineering to reduce lateral displacement. Many experimental and analytical studies have been done to measure the effectiveness of water damper. Some studies use water tanks as Tuned Mass Damper (TMD) based on Water-Structure mass ratio [8] and [9] , while other researches use Tuned Liquid Damper TLD based on wave-structure interaction [10] to reduce lateral displacement of structures. Experimental studies [11] and analytical studies [12] for TLD have been carried out to evaluate the effect of TLD on structure behaviour. The use of TMD and TLD at the same time cannot be done in a developing country because TLD requires maintenance and special equipment to propagate wave sloshing.


Moreover, some researchers discuss the combination of TMD and TLD at the same model and its effect on earthquake response control of buildings [13] considering many parameters such as liquid height, mass, and frequency of water tank. A feasibility study of variable tanks as TMD has been implemented to improve the seismic response of structures during the design stage and select the optimum solution [14] .


resist lateral load developing from water structure interaction (impulsive and convective force), i.e., to design water containing tanks itself without considering the effect of tanks at the roof of structures.


This study has been done considering variation in the mass ratio (water to structure mass ratio μ) in two cases. The first case with one tank at the centre of the roof area, the second case with two tanks on the roof located in a symmetrical position as displayed in Figure 5. Figure 6 shows a graph illustrating the 20 cases considered. For each case, it is considered that the variation of water height with fixation of tank dimensions and fixation of water height and variation of tank sizes. The total number of groups under this study is four groups each group contains five models with different mass ratio μ. Table 3 presents all cases of tank mass damper.


Three-dimensional pushover analysis has been done for 20 models in X and Y direction using SAP 2000 V 17. Then a feasibility study of various water TMDs is studied using pushover analysis. This feasibility study has been done to evaluate which case is the optimum solution to improve the seismic response of the existing building.


Seismic response evaluation has been done for existing school prototype building based on the current code for loads, and some vertical elements could not sustain seismic loads. Use the water Tank as TMD is the proposed methodology to improve seismic response for the building. Pushover analysis is performed as a tool to identify the best tank from 20 proposals for different mass ratios, water heights, tank dimensions and number of tanks. It is found that:


Each of these programs offers unique capabilities and tools that are tailored to different types of structures and problems, allowing users to find just the right solution for their work. SAP2000 is intended for use on civil structures such as dams, communication towers, stadiums, industrial plants and buildings. CSiBridge offers powerful parametric design of concrete and steel bridges. ETABS has been developed specifically for multi-story commercial and residential building structures, such as office towers, apartments and hospitals. The SAFE System provides an efficient and powerful program for the analysis and design of concrete slabs and foundations, with or without post-tensioning. PERFORM-3D is a highly focused nonlinear tool offering powerful performance based design capabilities.


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