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Effect of infill wall stiffness on RC building seismic behaviour
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Effect of infill wall stiffness on RC building seismic behaviour
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1676 EFFECT OF INFILL WALL STIFFNESS VARIATIONS ON THE BEHAVIOUR OF RC BUILDING UNDER THE INFLUENCE OF SEISMIC DEMANDS Sagar S Kumavat1, Prof. Pravin A. Nikam2 1P.G.Student (Structural Engineering) 2Assistant Prof. S.N.D. College of Engineering and Research Center, Yeola, Nashik. ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract – Its easy to design a massive structure, but along with it should have adequate stability, strength and serviceability, to cope with the natural elements. Infill panels are widely used as partition walls as well as external walls of the building to fill the gap between RC frames. Masonry infill’s in reinforced concrete buildings cause several undesirable effects under seismic loading: short-column effect, soft-storey effect, torsion, and out-of-plane collapse. Hence, seismic codes tend to discourage such constructions in high seismic regions. However, in several moderate earthquakes, such buildings have shown excellent performance even though many such buildings were not designed and detailed for earthquake forces. On-structural member may provide considerable stiffness to the building and hence may improve the performance of the RC building during ground motions. ButIn most of the cases, the ignorance of this property of masonry in designing of the RC frame may get an unsafe design. The aim of this study is to gain understanding the effect of infill wall stiffness variations under the uncertainty of seismic demands by considering seismic zone III, of Nasik City. The effect of ground motion on RC frame building has been carried out by considering the five storey RC building with five by five bay in X and Y Directions. A study will be carried out on RC building using Equivalent Lateral Force method and Response Spectrum method. Themodel hasbeengenerated usingSTAAD Pro and results obtained from the analysis are compared in terms of base shear, Fundamental Time period, Spectral acceleration, Different modes, Peak storey shear and Modal mass participation along with time history analysis for bare frame. Keywords— Serviceability, torsion, Equivalent lateral force. 1. INTRODUCTION RC moment resisting frame buildings are themost preferred type of construction in developing countries like India; due to its relatively low cost, fast and rapid progressive construction. Other main and important factors like its aesthetic appearance and good functional behavior under earthquake loading makes it the ultimate choice. In addition to above, brick masonry has good Properties like thermal and acoustic insulation and fire resistance. RC moment resisting frame buildings consist of moment resisting frame with masonry wall as Infill’s. These walls are considered as nonstructural elementsinconstructionpractices.Reinforced concrete frames with masonry infill walls are widespread systems in many earthquake-proneregionsofthe world. The infill walls are used for insulation and partition purposes rather than structural purposes and generally considered as nonstructural elements in structural design. The inherent uncertainties of the infill walls introduce difficulty to regard them as structural members. These uncertainties are associated to both the infill wall and the surrounding frame. In many buildings, RC frames is either partially filled with brick masonry having an opening or withoutopenings.Brick masonry infill is used mostly used as interior partition walls and external walls which are protecting from outside environment to the building. Although this masonry infill contribute to stiffness and strengthoftheRCframe,however they are generally neglected in the design because of lack of knowledge of composite behavior of the in filled frame. 2. LITERATURE REVIEW Mr. Rahul Sawant , Dr. M. N. Bajad, study focuses on a review of the influence of soil conditions on the seismic forces in RC buildings. The aim of this study is to gain understanding the effect of the local site conditions on the seismic forces in building. The study helps in creating awareness about the importance of the local site conditions, such as proximity to the source of earthquakes (faults) and the local geological and topographical features in the earthquake resistant design of buildings. The current Indian code of practice for seismic analysis IS 1893:2002, specifies seismic zones to consider different levels of intensity of ground shaking. Nitesh Singh, V. K. Verma, in many buildings, RC frames is either partially filled with brick masonry having an opening or without openings. The effect of ground motion on RC frame building has been carried out by consideringwithand without the stiffness of infill wall. A comparative study is carried out with RC building using Equivalent Lateral Force method and Response Spectrum method. The masonry infill has been modeled as an equivalent diagonal strut element using Hendry formula. Pushover analysis is carried out on bare frame and frame with infill wall. The structures having relatively flexible lateral load resisting system,infill canplay a significant role in total stiffness. Prof. K.K. Tolani, Pravin A. Nikam, Lots of research is held in infill wall consideration in frame structure. In this study symmetrical R/C frame structure anditslumpmassmodel is created. Static earthquake analysis and response spectrum method is applied for to get the seismic forces in the
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1677 structures. Two cases are considered for analysis such as bare frame, equivalent strut and its lump mass models. All analysis carried out by SAP 2000 software. Results on base shear, modal mass participation, first fundamental frequencies, and frame displacement are calculated and compared for all models. Tejashree Kulkarni, Sachin Kulkarni, with the immense increase in population, demand of land keeps on mounting which in turn leads the responsibility of civil engineer to greater extent. EarlierHorizontal systemofconstructionwas in use but now a day’s vertical system of construction is preferred more due to a lesser amount of ground existing.In multistoried buildingsoneshouldapprehensionaboutall the forces acting on a structure, its self weight as well as the SBC .Good quality of beam column reinforcement should beused to counter react the external forces satisfactorily acting on a structure. The soil beneath the structure should be hard enough to distribute the load uniformly to the foundation. Smita Singh, Dilip Kumar, It is common misconception that masonry infill in structural steel or reinforced concrete frames can only increase the overall lateral load capacity, and therefore must always be beneficial to seismic performance. If the masonry infill is ignored in the design phase, it may be assumed that each frameineachdirectionis subjected to very similar seismic lateral forces, because of the structural symmetry. The true influence of the infill on frames will be to stiffen these frames relative to the other frames .The consequence will be that the natural period of the structure will decrease, and seismic forces will correspondingly increase. Shweta Laddha, Nikhil S. Agrawal, attempt to access the performance of masonry infilled reinforced concrete (RC) frames with open first storey of withandwithoutopeningby performing its static and dynamic analysis. The static analysis is performed by using STAAD-Pro software whereas; dynamic analysis is performed with the help of ETABS software, because of some limitation inStaad-Pro.for dynamic analysis. In this research work, symmetrical frame of college building (G+5) located in seismic zone-III is considered by modeling of initial frame. 3. METHODOLOGY Significant studies and research is reported in the literature since five decades, which attempts to understand the behavior of infilled frames. Different types of analytical models based on the physical understanding of the overall behavior of an infill panel were developed over the years to mimic the behavior of infilled frames. The single strut or equivalent method is the most widelyusedasitissimple and evidently most suitable for large structures. Fig.1 Flow Chart Showing Methodology of my work 4. DATA FOR SEISMIC ANALYSIS In seismic design force earthquake shaking is random and time variant and depends upon the zone. But, most design codes represent the earthquake-inducedinertia forcesasthe net effect of such random shaking in the form of design equivalent static lateral force. This force is called as the Seismic Design Base Shear VB and remains the primary quantityinvolvedinforce-basedearthquake-resistantdesign of buildings. This force depends on the seismic hazard at the site of the building represented bytheSeismicZoneFactorZ. Fig.2 Regular Plan of Building Table.No.01.Data used for Staad Pro Modeling Sr.No Particulars Dimension /Size /Value 1 Model G+5 2 Sesimic Zone III 3 City Nasik 4 Plan size 25*25m
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1678 5 Floor Height 3.20m 6 Size of columns 0.6*0.6m 7 Size of beam 0.4*0.3 8 Walls External 0.23m,Internal 0.115m 9 Thickness of Slab 150mm 10 Type of soil Type-II, Medium Soil 11 Earthquake Load As per IS1893-2002 12 Static Analysis Equivalent Lateral force 13 Dynamic Analysis Response Spectrum Method 14 Support conditions Fixed 16 Specific Weight of RCC 25kN/m2 17 Specific Weight of infill 20KN/m2 18 Live Load 4KN/m2 and 12 kN/m2 19 Importance Factor 1 (Normal Building) 20 Response Reduction Factor 3.0,5.0 21 Software Used STAAD Pro 5. STAAD PRO MODELING A study was undertaken which involved seismic analysis of RC frame buildings with different models that include bare Frame, infilled frame considering equivalent strut method. The parameters such as base shear, time period, natural frequency, and node displacements are found. Fig.3 showing infill parameters applied with sectional properties. 6. RESULTS AND DISCUSSION The seismic analysis of all the frame models that includes bare frame, infilled frame (for various floors) was done by using STAAD PRO and the following results are found after carrying analysis. Table. no.2, showing fundamental time period & base shear Model Time Period (SEC) Base Shear (KN) Bare Frame 0.627 510.415 G+1 0.600 839.57 G+2 0.600 866.87 G+3 0.600 921.42 G+4 0.600 940.17 Table. no.3, showing Lateral Load generated at each floor Mode storey Bare frame G+1 Infill G+2 Infill G+3 Infill G+4 Infill 6 19.2 310.21 402.97 405.43 404.32 403.26 5 16 239.32 274.41 285.83 283.54 283.79 4 12.8 150.43 181.23 182.93 181.66 181.97 3 9.6 84.61 101.9 103.0 102.2 102.3 2 6.4 37.60 45.39 45.90 45.50 45.94 1 3.2 9.40 11.37 11.44 11.376 11.373 Table. no.4, showing Frequency and time period generated at each mode for G+1 & G+2 infilled frame Response Spectrum Method Mode Frequency Period Frequency Period (Cycle/sec) (Sec) (Cycle/sec) (Sec) 1 0.615 1.627 0.670 1.493 2 0.616 1.624 0.747 1.339 3 0.818 1.221 0.855 1.168 4 1.416 0.706 1.202 0.831 5 1.424 0.702 1.291 0.774 6 1.430 0.699 1.435 0.696
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 02 | Feb 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1679 Table.no.5, showing Peak storey in X direction generated Storey Peak Storey Generated in X Direction (KN) Infilled Bare Frame G+1 G+2 G+3 G+4 5 5718.73 9605.38 16953.78 14574.15 12315 4 13837.9 17177.38 27433.03 23125.90 21561 3 20446.3 22705.74 34276.81 28961.87 29073 2 24858.4 25920.48 38676.42 34600.08 34330 1 26428.1 27362.47 40511.69 36714.71 36816 G 26709 27362.4 38676.6 36714.7 3681 Table. no.8, showing model mass participation Infill Type Model Mass Participation (%) Mode X Y Z Bare 1 0.00 0.00 71.76 2 70.67 0.00 0.00 3 1.47 0.00 0.00 G+1 1 0.00 0.00 76.71 2 76.69 0.00 0.00 3 1.34 0.00 1.46 G+2 1 0.00 0.00 69.24 2 69.09 0.00 0.00 3 0.00 0.00 0.00 G+3 1 32.62 0.00 32.75 2 32.75 0.00 32.62 3 0.21 0.00 0.21 G+4 1 28.66 0.00 32.64 2 32.64 0.00 28.66 3 0.94 0.00 0.03 7. CONCLUSIONS Earthquakes in different parts of the world demonstrated the disastrous consequences andvulnerabilityofinadequate structures. Many reinforcedconcrete(RC)framedstructures located in zones of high seismicity in India are constructed without considering the seismic codal provisions. The seismic analysis is carried out by equivalent static and response spectrum method. Designforceshavebeenworked out by considering all the load combinations and analyzed with and without considering the infill wall panels using STAAD Pro Software. 1. Bare frame model shows longer time period as predicted whereas the infill frame model predicts less fundamental time period which increases as the stiffness in the wall increases. 2. The base shear calculated on the basis of infill frame model predicted much greater value than the bare frame model gave. 3. Lateral load computed is more in infill structure as compared to the bare frame structure. 4. Frequencies generated are estimates that were calculated at various modes for the corresponding fundamental time period which helps in spectral acceleration computation based on design seismic coefficient generated. 5. The peak storey calculated is minimum at top and maximum at the bottom of the structure and same is been seen in our all cases. 6. From the results, we obtained that masonry infill affects the building displacement at various node due to lateral loads (seismic), which decreases the natural time period. 8. REFERENCES 1) Nikhil Agrawal, Prof.P.B.Kulkarni “Static Analysis of Masonry Infilled R.C.Frame With &Without Opening Including Soft Storey of Symmetric Building” In Iosr, Vol. 7, Issue 6 July-August 2013 2) C V R Murty and Sudhir K.Jain ‚”Beneficial Influence of Masonry Infill Walls On Seismic Performance of RC Frame Buildings” 3) Nikhil Agrawal, Pooja Raut, Prof.P.B.Kulkarni “Static Analysis Of R.C.FrameWith &WithoutOpeningIncluding Soft Storey By Using “Equivalent Diagonal Strut Method”InIjsrp, Vol. 3,Issue 9 August-September 2013 4) A S Patil and P D Kumbhar, “Time History Analysis of Multistoriedrcc Buildings for Different Seismic Intensities” 2013, Int. J. Struct. & Civil Engg. Res. 2013 , Vol. 2, No. 3, Issn 2319 – 6009, August 2013 5) A.S. Kasnale& Sanjay Jamkar “Analysis of lateral stiffness for infilled frame with opening”, International Journal of advanced technology in civil engineering, ISSN: 2231-5721 Vol I Issue3, 2012. 6) Ashitosh C.Rajurkar, Neeta K.Meshram, “Seismic Analysis of RC Building With and Without Infill Wall” International Research Journal of Engineering and Technology (IRJET) e- ISSN: 2395 -0056, Volume: 03 Issue:05 | May-2016 7) Haroon Rasheed Tamboli and Umesh.N.Karadi, “Seismic Analysis of RC Frame Structure with and without Masonry Infill Walls” Indian Journal of Natural ISSN: 0976 – 0997 Vol.3 / Issue 14/ October2012
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