i-manager Publications

i-manager's Journal on Structural Engineering (JSTE)

Current Issue Vol. 12 Issue 3

Assessment of Uncertainty of Error in Design Flood Estimates Using 2-Parameter Log Normal Distribution
The Impact of Plan Irregularity on Multistory Building Response: A Pushover Analysis
Static and Vibration Analysis of Reinforced Cement Concrete Cellular Beams: A Three-Dimensional Study
Pumice as a Coarse Aggregate Substitute for Lightweight Concrete: Strength and Density Assessment
Masonry Infill in Structural Analysis: Effects on Seismic Performance

Most Cited

Volume 5 Issue 1 March - May 2016

Research Paper

Stress-Strain Behavior of M100 Grade High StrengthHybrid Fibre Self Compacting Concrete using Quartz Materials

B. Narendra Kumar* , Kolli Ramujee**

*-** Professor, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering and Technology, Hyderabad, India.

Kumar, B.N., and Ramujee, Kolli (2016). Stress-Strain Behavior of M100 Grade High Strength Hybrid Fibre Self Compacting Concrete using Quartz Materials. i-manager’s Journal on Structural Engineering, 5(1), 1-10. https://doi.org/10.26634/jste.5.1.6051

Abstract

In the present study, High Strength Hybrid Fibre Self-Compacting Concrete (HSHFSCC) is developed from High Strength Self-Compacting Concrete (HSSCC) using hybrid fibres by varying the proportion of steel and glass fibres with total fibre content to 1.5% of power content based on its rheological and hardened properties of concrete. This research mainly aims at utilizing the best attributes of earlier models and proposes a new stress-strain model that can well represent the stress-strain behaviour of HSSCC and HSHFSCC. Analytical stress-strain models are proposed to predict the stress-strain behaviour of HSSCC and HFHSSCC based on the results of experimental investigations. The proposed empirical equations can be used as stress block in analysing the flexural behaviour of HSSCC and HFHSSCC.

References

[1]. Okamura H., and Ozawa K., (1994). “Selfcompactable high performance concrete”. International Workshop on High Performance Concrete, American Concrete Institute; Detroit. pp. 31-44.

[2]. Nan Su, Kung-Chung Hsu and His-Wen Chai, (2001). “A simple mix design method for self-compacting concrete”. Cement & Concrete Research, Vol. 31, pp. 1799–1807.

[3]. Srinivasa Rao P., SeshadriSekhar T., and Sravana P., (2010). “Strength Properties of Glass Fibre Concrete”. ARPN Journal of Engineering and Applied Sciences, Vol. 5, No. 4, pp.1-6.

[4]. M.A. Mansur, M.S. Chin and T.H. Wee, (1997). “Flexural behavior of high-strength concrete beams”. ACI Structural Journal, Vol. 6, pp. 663–673.

[5]. N.R.D. Murthy, D.R. Seshu and M.V.S. Rao, (2007). “Constitutive behaviour of flyash concrete with steel fibres in ordinary grade”. IE(I) Journal, pp. 41-46

[6]. M.L.V Prasad, P. Rathishkumar and Toshiyuki Oshima, (2009). “Development of analyzed stress-strain model for glass fiber reinforced compacting concrete”. International Journal of Mechanics and Solids. Vol. 4, No. 1, pp. 25-37.

[7]. M. Chandrasekhar, M.V. Seshagiri Rao and M. Janardhana, (2001). “Studies on stress-strain behaviour of SFRSCC and GFRSCC under axial compression”. International Journal of Earth Sciences and Engineering, Vol. 4, No. 6 SPL, pp. 855-858.

[8]. B. Narendra Kumar and P. Srinivasa Rao, (2005). “The European Guidelines for Self–Compacting Concrete”. (Specification, Production and Use)

[9]. P. T. Wang, S. P. Shah, and A. E. Naaman, (1978). “Stress- Strain Curves of Normal and Lightweight Concrete in Compression”. ACI Materials Journal, Vol. 75, No. 11, pp. 603-611.

[10]. Carreira D. J. and Chu K. H., (1985). “Stress-Strain Relationship of plain concrete in compression”, ACI, Vol. 82, No. 6, pp. 797-804.

[11]. Desayi, P., and Krishnan, S. (1964). “Equation for stressstrain curves of concrete”. ACI J., Vol. 61, No. 3, pp. 345- 350.

[12]. Tulin, L. G., and Gerstle, K.H. (1964). “Discussion of 'Equation for stress-strain curve of concrete,' by P. Desayi, and S. Krishnan”. ACI J., Vol. 61, No. 9, pp. 701-716.

[13]. Popovics S., (1973). “A numerical approach to the complete stress-strain curves of concrete”. Cement and Concrete Research, Vol. 3, No. 5, pp. 583-599.

[14]. Tomaszewicz A . , (1984). “Betongens Arbeidsoliagram”. FCBI SINTEF Rapport, STF65 A84065.

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Research Paper

A Study on Flexural Behavior of Two-Way Bending on GPC Slab under Simply Supported Edge Conditions

K. Nehemiya* , Rambabu, T. Chandra Sekhar Rao*, N.V. Ramana Rao****

* Assistant Professor, Department of Civil Engineering, D.M.S S.V.H College of Engineering, Andhra Pradesh, India.

Associate Professor, Department of Civil Engineering, D.M.S S.V.H College of Engineering, Andhra Pradesh, India.

* Professor, Department of Civil Engineering, Bapatla Engineering College, Andhra Pradesh, India.

**** Professor, Department of Civil Engineering, JNTUH, Telangana, India.

Nehemiya, K., Rambabu, Rao, T.C.S., and Rao, N.V.R. (2016). A Study on Flexural Behavior of Two-Way Bending on GPC Slab under Simply Supported Edge Conditions. i-manager’s Journal on Structural Engineering, 5(1), 11-19. https://doi.org/10.26634/jste.5.1.6052

Abstract

This paper presents the investigation of flexural behaviour of a two way bending on Geo Polymer Concrete slab with simply supported edge conditions. The size of the slab panel adopted is 1m x 1m x 0.05 m. By using yield line theory, the moment of resistance and yield line patterns are predicted and the corresponding theoretical deflections is also computed. Reinforcement details of these slabs are calculated using the ultimate load method as per IS: 456-1978 code provisions. The materials used for the preparation of GPC are regular conventional aggregate materials, flyash, NaOH of 8 Molarity solution using a mix proportion 1:1.74:3.097 and the ratio of alkaline liquid to flyash is 0.45. The mechanical properties like compressive strength, split tensile strength and flexural strengths of GPC are determined. The slab elements are tested with UDL under bending of the loading frame of capacity 1000 kN. The compressive strength of GPC is 28.1 MPa after 28 days of ambient curing. A 6 mm diameter bar with 120 mm spacing of Fe250 grade steel is used as the main reinforcement for casting of slabs. After testing, the test results of experimental bending moments, deflections and crack patterns on tension side are compared to the theoretical values which are computed from Yield line theory.

References

[1]. D.Harjito et al., (2005). “Introducing Flyash-Based Geopolymer Concrete: Manufacture and Engineering Properties”. Conference in Our World & Structures, pp. 1-9.

[2]. B. Vijaya Rangan, Djwantoro Hardjito, et al., (2005). “Studies On Flyash-Based Geopolymer Concrete”. Geopolymer: Green Chemistry And Sustainable Development Solutions, pp. 133-138.

[3]. Shankar H. Sanni, and Khadiranaikar, R.B (2012). “Performance of Geopolymer Concrete Under Severe Environmental Conditions”. International Journal of Civil and Structural Engineering, Vol. 3, No. 2, ISSN: 0976 – 4399 pp. 396-407.

[4]. Ammar Motorwala, Vineet Shah, et al., (2013). “Alkali Activated Fly-Ash Based Geopolymer Concrete”. International Journal of Emerging Technology and Advanced Engineering, ISSN 2250-2459, Vol. 3, No. 1, pp. 159-166.

[5]. Madheswaran C.K, J.K Dattatreya, P.S Ambily and Karansingh P.R, (2014). “Investigation on Behavior of Reinforced Geopolymer Concrete Slab Under Repeated Low Velocity Impact Loading”. International Journal of Innovative Research in Science Engineering and Technology, Vol.3, No. 3, pp. 10775-10786.

[6]. Sourav Kr. Das, Amarendra Kr. Mohapatra and A.K. Rath, (2014). “Geo-Polymer Concrete-Green Concrete For The Future- A Review”. International Journal of Civil Engineering Research, ISSN 2278-3652, Vol. 5, pp. 21-28.

[7]. Madheswaran C., Gnanasundar G., Goal Krishnan, (2014). “Effect of Molarity in Geopolymer Concrete”. In International Journal of Civil and Structural Engineering, pp. 106-116.

[8]. Parthiban K., and Saravana Raja Mohan K., (2014). “Effect of Sodium Hydroxide Concentration and Alkaline Ratio on the Compressive Strength of Slag Based”. Geopolymer Concrete, Vol. 6, No. 4, pp. 2446-2450.

[9]. Tejasostwal, and Manojkumar V Chitawadagi, (2014). “Experimental Investigations on Strength, Durability, Sustainability & Economic Characteristics of Geo-Polymer Concrete Blocks”. IJRET, Vol. 3, No. 6, pp. 115-122.

[10]. T. Kiran, Sadath Ali Khan Zai, and Srikant Reddy S., (2015). “Impact Test on Geopolymer Concrete Slabs”. International Journal of Research In Engineering and Technology, pp.110-116.

[11]. Abdolreza Ataei, Mark A. Bradford, and Xinpei Liu, (2016). Experimental Study of Composite Beams having a Precast GPC Slab and Deconstructable Bolted Shear Connectors”. Engineering Structures, Vol. 114, pp. 1-13.

[12]. K. Nehemiya, and T. Chandra Sekhar Rao, (2016). “Experimental Investigation on Studying the Flexural Behavior of GPC Slab Under Fixed Boundary Condition”. International Journal of Research in Engineering and Technology, Vol. 5, No. 2, ISSN: 2319 – 1163, pp. 133-141.

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Research Paper

Retrofitting of RCC Beam using Jacketing Method

Anurag Chaturvedi* , R.D. Patel**

* PG Scholar, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India.

** Associate Professor, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India.

Chaturvedi, A., and Patel, R.D. (2016). Retrofitting of RCC Beam using Jacketing Method. i-manager’s Journal on Structural Engineering, 5(1), 20-25. https://doi.org/10.26634/jste.5.1.6053

Abstract

This study deals with the experimental investigation for enhancing the flexural capacity of RC beams using epoxy resins (adhesive). Retrofitting method used is concrete jacketing. Three concrete beam specimens with dimensions of 150 mm height, 1800 mm length and 100 mm width were casted in the laboratory. As per the design of the beam, 10j and 8j bars are being provided in tension and compression zones respectively. All beams were geometrically sound (kept constant). Beams were weak in flexure and were strengthened utilizing concrete jacketing method. All the beams were simply supported at both ends with 1675 mm effective span, 125 mm bearings, loaded under more real loading conditions, i.e. center loading and tested till failure by the effect of gradually increasing super imposed load. The deflection of beams is measured. Load deflection curve of control RC1, RC2 and RC3 beam when compared to load deflection curve of retrofitted RC1, RC2 and RC3 beam shows that the retrofitted RC beam shows satisfactory results as compared to the control beam i.e. control beam fails on a maximum load of 30.66 KN while retrofitted RC beam fails on a maximum load of 23 KN. Load deflection characteristics of RC beam and Retrofitted RC beam show retrofitted beams attain about 75% strength of control beam.

References

[1]. Pinky Merin Philip, C.K. Madheswaran and Eapen Skaria, (2015). “Retrofitting of Seismically Damaged Open Ground Storey RCC Framed Building with Geopolymer Concrete”. Springer India, In V. Matsagar (Ed.), Advances in Structural Engineering.

[2]. Yan Xiao and Rui Ma, (1997). “Seismic Retrofit of RC Circular Columns Using Prefabricated Composite Jacketing”. J.Struct.Eng., Vol. 123, No. 10, pp. 1357-1364.

[3]. Cental Power Works Department and Indian Building Congress, (2007). Handbook on Seismic Retrofit Of Buildings.

[4]. Pankaj Agarwal, and Manish Shrikhande, (2006). Earthquake Resistant Design of Structures, Prentice-Hall, India.

[5]. Amlan K. Sengupta, Chemuru Srinivasulu Reddy, Badari Narayanan V. T and Asokan A., (2004). “Seismic Analysis and Retrofit of Existing Multistoreyed Buildings In th India – An Overview With A Case Study”. 13 World Conference on Earthquake Engineering, Vancouver, B.C., Canada, pp. 2571.

[6]. Indian Standards, (1993). Indian Standard for Repair and Seismic Strengthening of Buildings Guidelines (IS 13935: 1993), Bureau of Indian Standards, New Delhi, 1993.

[7]. Indian Standards, (2002). Indian Standard Criteria for Earthquake Resistant Design of Structures, Part 1 General Provisions and Buildings (IS 1893: 2002), Bureau of Indian Standards, New Delhi, 2002.

[8]. Indian Standards, (1993). Indian Standard Code of Practice for Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces (IS 13920: 1993), Bureau of Indian Standards, New Delhi, 1993.

[9]. CEB (Bond of Reinforcement in Concrete) An art of state report given by collaboration of country Greece and Belgium.

[10]. Pravin B. Waghmare, (2011). “Materials And Jacketing Technique For Retrofitting of Structures”. International Journal of Advanced Engineering Research and Studies, EISSN2249 – 8974(2011), Vol. 1, No. 1, pp. 15-19.

[11]. Indian Standards, (2000). Plain and Reinforced Concrete - Code of Practice, Bureau of Indian Standards, New Delhi, 2000.

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Research Paper

Effect of Mineral Admixtures (Micro Silica And GGBS) onCompressive Strength of Ternary Blended Concrete

S. Vijaya Bhaskar Reddy* , P.Srinivasa Rao**

* Professor and Head, Department of Civil Engineering, CMR Technical Campus, Hyderabad, T.S. India.

** Professor and Principal, Department of Civil Engineering, J.N.T.U. College of Engineering, Hyderabad, T.S. India.

Reddy, S.V.B., and Rao, P.S. (2016). Effect of Mineral Admixtures (Micro Silica And GGBS) on Compressive Strength of Ternary Blended Concrete. i-manager’s Journal on Structural Engineering, 5(1), 26-35. https://doi.org/10.26634/jste.5.1.6054

Abstract

Among the many known Supplementary Cementitious Materials (SCMs), the useful ones for concrete are flyash blast furnace slag, silica fume, metakaolin and rice husk ash. Their use with cement has led to the development of binary and ternary blended cement concrete depending on whether cement replacement is carried out with a single SCM or a combination of two SCMs. Cement production lead to consuming significant amounts of natural resources, that has brought pressure to reduce cement consumption by the use of supplementary cementing materials. The aim of the present study is to evaluate the compressive strength performance of ternary concrete containing Industrial by-products like, Micro Silica and GGBFS as a partial replacement of the OPC. Compressive Strength of Ternary Blended Concrete at the age of 7, 28, 60, 90 days for various combinations of Micro Silica and GGBS mixes were investigated. Micro Silica of 0%, 5%, and 10% and 15% along with GGBFS was replaced by 20%, 30% 40% and 50% respectively. All the mixes were studied at water cement ratio of 0.35.

References

[1]. Malhotra, V.M. (2004). “Role of Supplementary Cementing Material Sand Superplastcizers in Reducing Greenhouse Gas Emissions”. Proceedings of ICFRC International conference on Fiber Composites, High Performance Concrete, and Smart Materials, Chennai, India, pp. 489- 499.

[2]. Ferraris CH, Obla KH, and Hill R., (2001). “The Influence of Mineral Admixtures on the Rheology of Cement Paste and Concrete”. Cement Concrete Research, pp. 245- 255.

[3]. Malhotra V.M, Mehta P.K, (1996). “Pozzolanic and Cementtious Materials”. Advances in Concrete Technology, London: Gordon and Breach.

[4]. Ray, I De, A and Chakraborty, Fifth conference on Concrete technology for High slump concrete, Vol. 1, pp 86-89.

[5]. V. Bhikshma, K. Nitturkar and Y. Venkatesham, “Investigations on mechanical properties of high strength silica fume concrete”. Asian Journal of Civil Engineering (Building and Housing), Vol. 10, No. 3, pp. 335-346.

[6]. Joshi, N. G. Bandra - Worli, (2001). “Sea Link: Evolution of HPC Mixes Containing Silica Fume”. Indian Concrete Journal, pp. 627-633.

[7]. A. Oner, S. Akyuz, (2007). “An Experimental Study on Optimum Usage of GGBS for the Compressive Strength of Concrete”. Elsevier, Science Direct, Cement & Concrete Composites, Vol. 29, pp. 505-514.

[8]. D. Audinarayana, Seshadri Sekhar, T & Srinivasa Rao. P, (2013). “Behavior of Ternary Blended Concretes with different water binder Ratios”. International Journal of Civil, Structural, Environmental and Infrastructure Engineering Research and Development (IJCSEIERD), ISSN (P):2249- 6866: ISSN€: 2249-7978, Vol. 3, No. 5, pp. 27-36.

[9]. Veena G. Pathan, Vishal S. Ghutke, and Gulfam Pathan, (2012). “Evaluation of Concrete Properties using Ground Granulated Blast Furnace Slag”. International Journal of Innovative Research in Science, Engineering and Technology, Vol. 1, No. 1.

[10]. K.V. Pratap, M. Bhasker, and P. S. S. R. Teja, (2014). “Triple Blending of Cement Concrete with Flyash and Ground Granulated Blast Furnace Slag”. International Journal of Education and Applied Research (IJEAR), Vol. 4, No. 2, ISSN: 2348-0033 ISSN : 2249-4944.

[11]. S. Vijaya Bhaskar Reddy, and P. Srinivasa Rao, (2016). “Experimental Studies on Compressive Strength of Ternary Blended Concretes at Different Levels of Micro Silica and GGBS”. First International Conference on Materials Research and Application (ICMRA), ELSEVIER Materials Today Proceedings, pp. 11-13.

[12]. JSW Steel Pvt. Ltd, 7 Floor, Surya Towers, 105, Sardar Patel Road, Kalasiguda, Secunderabad, Telangana 500003.

[13]. 'Elkem South Asia' pvt. ltd, Service Provider of Repatories, Well Drilling of Aluminium, Navi Mumbai.

[14]. www.fosroc.com

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Review Paper

Advanced Retrofitting Techniques for ReinforcedConcrete Structures: a State-of-the-Art Review

Soumya Gorai* , P.R. Maiti**

* Research Scholar, Department of Civil Engineering, Indian Institute of Technology, Kharagpur, India.

** Associate Professor, Department of Civil Engineering, Indian Institute of Technology (BHU), Varanasi, India.

Gorai, S., and Maiti, P.R.(2016). Advanced Retrofitting Techniques for Reinforced Concrete Structures: a State-of-the-Art Review. i-manager’s Journal on Structural Engineering, 5(1), 36-48. https://doi.org/10.26634/jste.5.1.6055

Abstract

Any technology or material has its limitations and to meet the new requirements, new technologies have been invented and used over the ages. A large number of reinforced concrete structures located at seismic prone areas are not capable of withstanding earthquakes according to the current coal provisions. Furthermore the seismic behaviour of the existing buildings are affected due to design deficiency, construction deficiency, additional loads, additional performance demand, etc. Recent earthquakes have clearly demonstrated an urgent need to upgrade and strengthen these seismically deficient structures. The retrofitting is one of the best options to make an existing inadequate building safe against future probable earthquake or other environmental forces. Retrofitting reduces the vulnerability of damage of an existing structure during a near future seismic activity. It aims to strengthen a structure to satisfy the requirements of the current codes for seismic design. A significant amount of research work has been carried out in recent years to develop various strengthening and rehabilitation techniques to improve the seismic performance of structures. This paper aims to present an overview on different innovative and cost effective techniques of retrofitting for strengthening the damaged structures.

References

[1]. Duggal, S.K. (2007), Earthquake Resistant Design of Structures. New Delhi, India: Oxford University Press.

[2]. Vaghani, M.V., Vasanwala, S.A., and Desai, A.K., (2014). “Advanced Retrofitting Techniques for RC Building: A State of an Art Review”. International Journal of Current Engineering and Technology, Vol. 4, No. 2, pp. 579-584. Retrieved from http:// inpressco.com/category/ijcet

[3]. Karayannis, C.G., Chalioris, C.E., and Sirkelis, G.M., (2008). “Local retrofit of exterior RC beam–column joints using thin RC jackets- An experimental study”. Earthquake Engineering and Structural Dynamics, Vol. 37, pp. 727–746.

[4]. Marlapalle, V.C., Salunke, P.J., and Gore, N.G. (2014). “Analysis & Design of R.C.C. Jacketing for Buildings”. International Journal of Recent Technology and Engineering, Vol. 3, No. 3, pp. 62-63.

[5]. Indian Standards (2013). Seismic Evaluation and Strengthening of Existing Sreinforced Concrete Buildings, Guidelines (IS 15988:2013). Bureau of Indian Standards, New Delhi.

[6]. Minafò, G. (2015). “A practical approach for the strength evaluation of RC columns reinforced with RC jackets”. Engineering Structures, Vol. 85, pp. 162-169.

[7]. Sakino, K. & Sun, Y. (2000). “Steel Jacketing for improvement of column strength and ductility”. In the th Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand.

[8]. Ruiz-Pinilla, J.G., Pallarés, F.J., Gimenez, E., and Calderón, P.A. (2014). “Experimental tests on retrofitted RC beam-column joints underdesigned to seismic loads- General approach”. Engineering Structures, Vol. 59, pp. 702-714.

[9]. Belal, M.F., Mohamed, H.M., and Morad, S.A. (2015). “Behavior of reinforced concrete columns strengthened by steel jacket”. HBRC Journal, Vol. 11, pp. 201-212.

[10]. Obaidat, Y.T., Heyden, S., and Dahlblom, O. (2010). “The effect of CFRP and CFRP/Concrete Interface Models when Modelling Retrofitted RC beams with FEM”. Composite Structures, Vol. 92, pp. 1391–1398.

[11]. Moghaddam, M.Z., (2012). “Seismic Rehabilitation of Strengthened Reinforced Concrete Interior Beam-Column Joints Using FRP Composite”. Life Science Journal, Vol. 9, No. 4, pp. 3-8.

[12]. Hadi, M.N.S. & Tran, T.M. (2014). “Retrofitting nonseismically detailed exterior beam–column joints using concrete covers together with CFRP jacket”. Construction and Building Materials, Vol. 63, pp. 161–173.

[13]. Waghmare, P.B. (2011). “Materials and Jacketing Technique for Retrofitting of Structures”. International Journal of Advanced Engineering Research and Studies, Vol. 1, No. 1, pp. 15-19.

[14]. Eslami, A. & Ronagh. H.R. (2015). “Numerical Investigation on the Seismic Retrofitting of RC Beam–Column Connections Using Flange-Bonded CFRP Composites”. Journal of Composites for Construction, pp. 1-9.

[15]. Delgado, P., Arêde, A., Pouca, N.V., Rocha, P., Costa, A., and Delgado, R. (2012). “Retrofit of RC hollow piers with CFRP sheets”. Composite Structures, Vol. 94, pp. 1280- 1287.

[16]. Saeed, H.Z., Khanb, Q.Z., Ahmeda, A., Ali, S.M., and Iqbal, M., (2015). “Experimental and finite element investigation of strengthened LSC bridge piers under Quasi- Static Cyclic Load Test”. Composite Structures, Vol.131, pp. 556–564.

[17]. Badoux, M., and Jirsa, J.O. (1990). “Steel Bracing of RC frames for Seismic Retrofitting”. Journal of Structural Engineering, Vol. 116, No. 1, pp. 55-74.

[18]. Di Sarno, L., and Manfredi, G. (2010). “Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building”. Soil Dynamics and Earthquake Engineering, Vol. 30, pp. 1279–1297.

[19]. Mazza, F., Mazza, M., and Vulcano, A. (2015). “Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular R.C. framed structures”. Soil Dynamics and Earthquake Engineering, Vol. 69, pp. 115–124.

[20]. Kaplan, H., and Yilmaz, S., (2012). “Seismic Strengthening of Reinforced Concrete Buildings”. In Prof. Abbas Moustafa (Ed.), Earthquake-Resistant Structures - Design, Assessment and Rehabilitation. Retrieved from www.intechopen.com

[21]. MacLeod, I. A. (1970). Shear Wall-Frame Interaction- A Design Aid. Ilinois, USA:Portland Cement Association. Retrieved from http://xa.yimg.com/kq/groups/23711357 /862325280/name/Shear_Wall-Frame.PDF

[22]. Ismaei, M.A., and Hassaballa, A.E. (2013). “Seismic Retrofitting of a RC Building by Adding Steel Plate Shear Walls”. IOSR Journal of Mechanical and Civil Engineering, Vol. 7, No. 2, pp. 49-62.

[23]. Feng, M.Q., Chu, D., and Toshihiko, N. (1996). “Comparative Assesement of Seismic Isolation Devices th Using Mansunohama Viaduct”. In the Proceedings of 11 World Conference on Earthquake Engineering, Acapulco, Mexico.

[24]. Kawamura, S., Sugisaki, R., Ogura, K., Maezawa, S., Tanaka, S., and Yajima, A. (2000). “Seismic isolation retrofit in Japan”. In the Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand.

[25]. ElGawady, M.A., Lestuzzi, P., and Badoux, M. (2006). “Retrofitting of Masonry Walls Using Shotcrete”. New Zealand Society for Earthquake Engineering Conference, Vol. 45, pp. 45-54.

[26]. Amiruddin, A.A., Hino, S., Yamaguchi, K., and Nakamura, S., (2007). “A Numerical Analysis of Seismic Retrofitting Effect on Reinforced Concrete Piers by Using PCM Shotcrete Method”. Memoirs of the Faculty of Engineering, Kyushu University, Vol. 67, No. 3, pp. 85-94.

i-manager's Journal on Structural Engineering (JSTE)

Current Issue Vol. 12 Issue 3

Most Read

Most Cited

Volume 5 Issue 1 March - May 2016

Stress-Strain Behavior of M100 Grade High StrengthHybrid Fibre Self Compacting Concrete using Quartz Materials

B. Narendra Kumar* , Kolli Ramujee**

*-** Professor, Department of Civil Engineering, VNR Vignana Jyothi Institute of Engineering and Technology, Hyderabad, India.

Kumar, B.N., and Ramujee, Kolli (2016). Stress-Strain Behavior of M100 Grade High Strength Hybrid Fibre Self Compacting Concrete using Quartz Materials. i-manager’s Journal on Structural Engineering, 5(1), 1-10. https://doi.org/10.26634/jste.5.1.6051

Abstract

References

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A Study on Flexural Behavior of Two-Way Bending on GPC Slab under Simply Supported Edge Conditions

K. Nehemiya* , Rambabu**, T. Chandra Sekhar Rao***, N.V. Ramana Rao****

Nehemiya, K., Rambabu, Rao, T.C.S., and Rao, N.V.R. (2016). A Study on Flexural Behavior of Two-Way Bending on GPC Slab under Simply Supported Edge Conditions. i-manager’s Journal on Structural Engineering, 5(1), 11-19. https://doi.org/10.26634/jste.5.1.6052

Abstract

References

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Retrofitting of RCC Beam using Jacketing Method

Anurag Chaturvedi* , R.D. Patel**

* PG Scholar, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India. ** Associate Professor, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India.

Chaturvedi, A., and Patel, R.D. (2016). Retrofitting of RCC Beam using Jacketing Method. i-manager’s Journal on Structural Engineering, 5(1), 20-25. https://doi.org/10.26634/jste.5.1.6053

Abstract

References

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Effect of Mineral Admixtures (Micro Silica And GGBS) onCompressive Strength of Ternary Blended Concrete

S. Vijaya Bhaskar Reddy* , P.Srinivasa Rao**

* Professor and Head, Department of Civil Engineering, CMR Technical Campus, Hyderabad, T.S. India. ** Professor and Principal, Department of Civil Engineering, J.N.T.U. College of Engineering, Hyderabad, T.S. India.

Reddy, S.V.B., and Rao, P.S. (2016). Effect of Mineral Admixtures (Micro Silica And GGBS) on Compressive Strength of Ternary Blended Concrete. i-manager’s Journal on Structural Engineering, 5(1), 26-35. https://doi.org/10.26634/jste.5.1.6054

Abstract

References

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Advanced Retrofitting Techniques for ReinforcedConcrete Structures: a State-of-the-Art Review

Soumya Gorai* , P.R. Maiti**

* Research Scholar, Department of Civil Engineering, Indian Institute of Technology, Kharagpur, India. ** Associate Professor, Department of Civil Engineering, Indian Institute of Technology (BHU), Varanasi, India.

Gorai, S., and Maiti, P.R.(2016). Advanced Retrofitting Techniques for Reinforced Concrete Structures: a State-of-the-Art Review. i-manager’s Journal on Structural Engineering, 5(1), 36-48. https://doi.org/10.26634/jste.5.1.6055

Abstract

References

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K. Nehemiya* , Rambabu, T. Chandra Sekhar Rao*, N.V. Ramana Rao****

* PG Scholar, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India.

** Associate Professor, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India.

* Professor and Head, Department of Civil Engineering, CMR Technical Campus, Hyderabad, T.S. India.

** Professor and Principal, Department of Civil Engineering, J.N.T.U. College of Engineering, Hyderabad, T.S. India.

* Research Scholar, Department of Civil Engineering, Indian Institute of Technology, Kharagpur, India.

** Associate Professor, Department of Civil Engineering, Indian Institute of Technology (BHU), Varanasi, India.