COMPARATIVE STUDY ON REGULAR & IRREGULAR STRUCTURES USING EQUIVALENT STATIC AND RESPONSE SPECTRUM METHODS

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1 International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 1, January 2017, pp Article ID: IJCIET_08_01_071 Available online at ISSN Print: and ISSN Online: IAEME Publication Scopus Indexed COMPARATIVE STUDY ON REGULAR & IRREGULAR STRUCTURES USING EQUIVALENT STATIC AND RESPONSE SPECTRUM METHODS V. Rajendra Kumar PG Student, Department of Civil Engineering K L University, Vaddeswaram, A. P, India. Ranga Rao.V Professor, Civil Engineering Department, K L University, Vaddeswaram, A. P, India. ABSTRACT Objective: This paper deals with the comparison between equivalent static technique &response spectrum technique. The earthquake effect lead to the damage the property and many people loss of life. So we have to know the structural performance under seismic load before construction. Method of analysis: Adopt the equivalent static and response spectrum techniques to analyze the model for the present study and observe the lateral displacement of the structure in a regular and irregular structure in various zones. Finding: The major parameters considered in this study to observe the seismic conduct of various zones i.e. ZONE-II, Zone-III, ZONE-IV&ZONE-V and the base shear, lateral displacements in various levels. According to IS seismic loads are calculated. The lateral forces are calculated by using the STAAD Pro and the results are compared between two Zones in both response spectrum and seismic coefficient technique. Applications: To analyze the building as per code IS part I criteria for earthquake resistant structure. Dynamic analysis of the building using response spectrum method. Building with different lateral stiffness systems. To get economical and efficient lateral stiffness system Key words: Equivalent Static Analysis, Response Spectrum Analysis, SRSS. Cite this Article: V. Rajendrakumar and Ranga Rao.V, Comparative Study On Regular & Irregular Structures Using Equivalent Static and Response Spectrum Methods. International Journal of Civil Engineering and Technology, 8(1), 2017, pp INTRODUCTION For the design of any structure, we have to consider the earthquake load for structural safety during major earthquakes. In recent earthquakes so many reinforced concrete structures are damaged, it indicates the assessment of the seismic behavior of structures is how important. So everyone must have to design a satisfactory level of safety is a concern. The main objectives of this study are the editor@iaeme.com

2 V. Rajendrakumar and Ranga Rao.V seismic performance of RC frame building. Also, conduct static analysis and dynamic analysis has been surveyed. A structural frame modeled as (G+10) storied residential building frame. The storey plan changes for regular and irregular building in floors. The models are to be analyzed in both static and dynamic methods based on IS codes: The storey displacements, base shear, and frequency, Time period in the response spectrum analysis are compared. The study on 6 storied RC frame building model and is analyzed using the software STAAD PRO The static analysis is then performed for the modeled RC frame building using the computer software STAAD PRO Five mockups are generated with this plan of the building by presenting different variation and displacement, story drift, base shear and story shear are the various considerations 1. The study which involves earthquake analysis of RC frame (ten stories) building with different models that include a bare frame, incomplete frame and open first storey frame. The parameters such as base shear, time period, natural frequency, storey drift and bending moments are studied, the building model was analyzed using ETABS 2. The seismic analysis of RC (Bare frame) structure leads to underestimation of base shear 3. In the case of an open first storey frame structure, the storey drift is very large than the upper stores, which may cause the collapse of the structure during strong earthquake present masonry infilled RC frames including soft storey buildings used in various multi-storied structures in our country 4. In the present study, masonry infilled reinforced concrete (RC) frames including the soft storey of with and without opening. This analysis is to be carried out on the models such as a bare frame, strut frame, strut frame with 15% center &corner opening, which is performed by using structure analysis and design software from which different parameters are computed. Presented a parametric study on reinforced concrete (RC) building using response spectrum method 5. He considered the design spectra recommended by Indian Standard Code IS (part I), Uniform Building Code, and Euro Code-8 for comparison. Seismic design approaches are stated, as the structure should be able to ensure the minor and frequent shaking intensity without sustaining any damage, thus leaving the structure serviceable after the event 6. The structures withstand the moderate level of earthquake ground motion without structural damage, but possibly with some structural as well as non-structural damage OBJECTIVE This paper deals with the comparison between equivalent static technique & response spectrum technique. The earthquake effect lead to the damage the property and many people loss of life. So we have to know the structural performance under seismic load before construction. 3. METHODOLOGY The (G+10) storey building is modeled in two different frames like regular and irregular. The performance of equivalent static and response spectrum methods on both frames in various zones i.e. ZONE-II, III, and IV&V and the base shear, lateral displacement values is compared in both methods EQUIVALENT STATIC METHOD According to IS-1893 (part-i) 2002, the equivalent static analysis is performed as per the following steps Base shear: The design base shear (V B) along the height of the building. VB=AhW Where Ah = Horizontal seismic coefficient W = Seismic weight of the building editor@iaeme.com

3 Comparative Study On Regular & Irregular Structures Using Equivalent Static and Response Spectrum Methods Seismic Mass of Building: The seismic mass of each floor is a summation of its dead load and a suitable quantity of imposed load as to be quantified. While the calculation of seismic mass, the mass of column and walls in any storey shall be similarly concentrated to the floors above and below the storey. The entire seismic mass is the quantity of seismic masses of all floors in the building. Fundamental Natural Time Period: The fundamental natural time period (Ta) calculates from Ta =./ Distribution of Design Force: The design base shear, V Bconsidered above shall be concentrated along the height of the building as per the following formula. i =VB The total base shear and lateral force is calculation by STAAD Pro 3.2. RESPONSE SPECTRUM METHOD It is an exact method for analysis. The design horizontal force at each floor in each mode is calculated by STAAD Pro. The STAAD Pro delivers outcomes i.e. design values, storey base shear, and modal masses. The steps to produce the lateral loads 1. The program calculates the time period for the primary six modes. 2. The response acceleration coefficient (Sa/g) is calculated for each mode with respect to utilized time period and damping. 3. The design horizontal acceleration spectrum A k is calculated by STAAD Pro. 4. The program calculated the mode participation factor for various modes. 5. The highest earthquake force is to be calculated for each and every floor in each mode. 6. The response magnitudes for each mode are to be calculated MODELLING INVESTIGATION DATA FOR THE ANALYSIS Following data used in the analysis of the RC frame building model Type of frame : RC frame (Regular and Irregular) in Fig-1,2and3. Seismic zone : II, III, IV & V Storey number : G+10 Height of floor : 3m Two-way slab depth : 0.125m Plinth beam Size : 0.23m X 0.30m Size of beam in floor : 0.23m X 0.425m Size of column : 0.60m X 0.60m Live load on floors : 2.5KN/m 2 Materials : M25 concrete, Fe415 steel, Brick Fill Density of concrete : 25KN/m 2 Response spectrum : IS-1893(part-1)2002 Damping of structure : 5% editor@iaeme.com

4 V. Rajendrakumar and Ranga Rao.V Figure 1. Plan Figure 2. Elevation of Regular Frame Figure 3. Elevation of Irregular Frame

5 Comparative Study On Regular & Irregular Structures Using Equivalent Static and Response Spectrum Methods 4. RESULTS & DISCUSSION The results for equivalent static and response spectrum analyses represented for the load combination of (0.9DL+1.5EQX) and (0.9DL+1.5RPX), calculated according to IS1893(Part1) : The results are given for Mode number & natural period, and lateral displacements of the RC frames with regular, irregular and regular and irregular soft storey without for (G+10) storey RC framed structure for seismic ZONES II, III, IV & V respectively Regular Frame From the Table 1. in Linear Static Analysis there is an increase in lateral displacement in ZONE-III, IV and V with respect to ZONE-II. The increase of lateral displacement variations in different zones in Static Analysis. The Table 2. in Dynamic analysis there is an increase in lateral displacement in ZONE-III, IV and V with respect to ZONE-II. The increase of lateral displacement variations in different zones in Dynamic Analysis. Table 1 Lateral displacements of Regular frame a long X Static Analysis HEIGHT OF BUILDING (m) LATERAL DISPLACEMENT (mm) ZONES II III IV V X`x` Table 2 Lateral displacements of Regular frame a long X Dynamic Analysis LATERAL DISPLACEMENT (mm) HEIGHT OF ZONES BUILDING(m) II III IV V editor@iaeme.com

6 V. Rajendrakumar and Ranga Rao.V 4.2. Irregular Frame From the Table 3. in Linear Static Analysis there is an increase in lateral displacement in ZONE-III, IV and V with respect to ZONE-II. The increase of lateral displacement variations in different zones in Static Analysis. From the Table 4. In Dynamic analysis there is an increase in lateral displacement in ZONE-III, IV and V with respect to ZONE-II. The increase of lateral displacement variations in different zones in Dynamic Analysis. Table 3 Lateral displacements of Irregular frame a long X Static analysis LATERAL DISPLACEMENT (mm) HEIGHT OF ZONES BUILDING (M) II III IV V Table 4 Lateral displacements of Irregular frame a long X Dynamic Analysis LATERAL DISPLACEMENT (mm) HEIGHT OF ZONES BUILDING (M) II III IV V Base shear From the Table 5. We observe that there is an increase of base shear in ZONE-III, IV and V with respect to ZONE-II, in both regular & irregular buildings editor@iaeme.com

7 Comparative Study On Regular & Irregular Structures Using Equivalent Static and Response Spectrum Methods Table 5 Details of Base Shear in Regular and Irregular Frame in various zones. 5. CONCLUSION ZONES REGULAR IRREGULAR ZONE-II 750 KN 815 KN ZONE-III 1199 KN 985 KN ZONE-IV 1800 KN 1956 KN ZONE-V 2701 KN 2935 KN 7. From Linear Static Analysis observed that there is an increase of lateral displacement in REGULAR FRAMEis an increase of 38%, 59% & 72% in ZONE-III, IV, and V respectively when compared with ZONE-II. 8. From Linear Static Analysis observed that there is an increase of lateral displacement in IRREGULAR FRAMEis an increase of 18%, 46% & 64% in ZONE-III, IV, and V respectively when compared with ZONE-II. 9. From Linear Dynamic Analysis observed that there is an increase of lateral displacement in REGULAR FRAMEis an increase of 38%, 59% & 72% in ZONE-III, IV, and V respectively when compared with ZONE-II. 10. From Linear Dynamic Analysis observed that there is an increase of lateral displacement IRREGULAR FRAMEis an increase of 17%, 59% & 73% in ZONE-III, IV, and V respectively when compared with ZONE-II. 11. It was observed that there was an increase in Base shear 37%, 58% and 72% at respective seismic Zones III, IV & V with compared to ZoneII respectively in the regular frame & the Base shear 17%, 58% and 72% at respective seismic Zones III, IV & V with compared to Zone II respectively in Irregular frame. REFERENCES [1] Chandak N R. Response spectrum analysis of reinforced concrete buildings. Journal Inst. of Eng August; 93(2), [2] Haroon R T, Umesh N K. Seismic Analysis of RC Frame Structure with and without Masonry Infill Walls. International Journal of Scientific & Engineering Research September; 3(14), [3] Nikhil A, Kulkarni P B, Raut P. Analysis of Masonry Infilled R.C. Frame with & without Opening Including Soft Storey by using equivalent diagonal struts method. International Journal of Scientific and Research Publications September; 3(9), 1-8. [4] Raghavendra D S, Surekha B A. Seismic Analysis of Reinforced Concrete Building with Soft First Storey. International Journal of Scientific & Engineering Research May; 5(5), [5] Saraswati S, Vineet S. Seismic Response of R.C.C Building with Soft Storey International Journal of Applied Engineering Research. 2012; 7(11), 1-5. [6] Patil S S, Ghadge S A, Konapure C G, Ghadge C A. Seismic Analysis of High-Rise Building by Response Spectrum Method. International Journal of Computational Engineering Research March; 3(3), [7] Pradeepa. S, Gokul Raj. D and Divya M.R, A Review On Cost Assessment of Conventional Steel Structure and Square Tubular Sections Using Force Co-Efficient Method. International Journal of Civil Engineering and Technology, 7(4), 2016, pp [8] Subita Bhagat and Pardeep Kumar Verma, Analysis of Microstructure of Fumed Silica Reinforced Polyester Composites. International Journal of Advanced Research in Engineering and Technology, 6(7), 2015, pp editor@iaeme.com

8 V. Rajendrakumar and Ranga Rao.V [9] Rhrich, F., Benhadou, M., Bourzgui, F. and Haddout, A. Biocomposite with Polypropylene and Alfa Fibers: Structure/Properties Relationship. International Journal of Mechanical Engineering and Technology, 6(10), 2015, pp [10] Duggal S K. Earthquake Resistant Design of Structures, 2 ed edition, Oxford University Press, [11] Umesh P P, Suryanarayana M. Analysis of g+15 RCC and composite structure having a soft storey at ground level by response spectrum and equivalent static methods using ETABS International Research Journal of Engineering and Technology June; 2(3), [12] Umadevi R, Kavitha S, Sastri S. Seismic Performance of a RC Frame with Soft Storey Criteria. International Journal of Research in Engineering and Technology March; 4(3), [13] Zubair A S, Ramana K V, Pradeep K R. Seismic Response of RC Frame Structure with Soft Storey. International Journal of Research in Engineering and Technology September; 3(9), editor@iaeme.com

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