Faculty Publications
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Item Sustainable approaches for utilizing waste in building construction: Two case studies in India(CAFET INNOVA Technical Society cafetinnova@gmail.com 1-2-18/103, Mohini Mansion, Gagan Mahal Road, Domalguda, Hyderabad 500029, 2014) Kasthurba, A.K.; Reddy, K.R.; Venkat Reddy, D.V.Problems associated with increasing waste due to rising urban developments and its environmental concerns are reviewed. The challenges and standards for sustainable construction are outlined. This study explores potential utilization of different types of waste materials in building construction for its efficient and sustainable management. The benefits and challenges in utilization of waste for building applications are reviewed. Two case studies which demonstrate effective utilization of waste in construction projects carried out in India are outlined. These sustainable approaches of managing waste in building construction shall help private and governmental agencies to incorporate effective waste management strategies in future. This study will offer a background and useful guide for engineers and material scientists to develop standards and specifications for cost effective alternate building materials and techniques for economy, energy, and environmental benefits. © 2014 CAFET-INNOVA TECHNICAL SOCIETY. All rights reserved.Item Seismic force evaluation of RC shear wall buildings as per international codes(Techno Press technop2@chollian.net, 2016) Jayalekshmi, B.R.; Chinmayi, H.K.Seismic codes are the best available guidance on how structures should be designed and constructed to ensure adequate resistance to seismic forces during earthquakes. Seismic provisions of Indian standard code, International building code and European code are applied for buildings with ordinary moment resisting frames and reinforced shear walls at various locations considering the effect of site soil conditions. The study investigates the differences in spectral acceleration coefficient (Sa/g), base shear and storey shear obtained following the seismic provisions in different codes in the analysis of these buildings. Study shows that the provision of shear walls at core in low rise buildings and at all the four corners in high rise buildings gives the least value of base shear. © 2016 Techno-Press, Ltd.Item Response of Strata and Buildings to Blast Induced Vibrations in the Presence and Absence of a Tunnel(Springer International Publishing, 2016) Rebello, N.E.; Shivashankar, R.; Sastry, V.R.Blast induced vibrations form an inevitable and major part of modern day construction. The changes that happen to the strata or buildings surrounding the blast are evident in a fraction of a second. Effect of damage is more pronounced in the absence/presence of the tunnel. The vibration produced due to blast may be induced due to a deep underground explosion, a surface explosion or even an in-tunnel explosion. In this study the above three situations are numerically modeled by a Distinct Element software 3DEC (3.0). Soil properties are varied representing soft and stiff strata. Further, three velocity time histories of 2, 45 and 85 Hz are used as an input in the model and are applied at three different boundaries of the model. Results of the analysis reveal that the response of building in softer strata and lower frequencies led to greater magnification of velocities and displacements compared to response of buildings in stiff strata. Presence of the tunnel led to reduction of peak velocity (PV’s) and displacements at the building top due to damping effect. PV’s at the top floor were greater than the PV’s at the bottom floor and there was an upliftment of the soil mass at the ground level. However, the upliftment in the presence of the building was lower than the upliftment in the absence of the building. Stress in the tunnel lining increased in the presence of the building, however percentage reduction of stress depends on the number of building stories. © 2016, Springer International Publishing Switzerland.Item Life cycle energy analysis of a metro station building envelope through computer based simulation(Elsevier Ltd, 2018) Aneesh, N.R.; Shivaprasad, K.N.; Das, B.B.This study focuses on the energy auditing of a metro terminal station building envelope which is located at a major city in south India. Embodied energy was calculated using the unit embodied energy values and by quantifying major energy consuming material used for the construction of a metro terminal station building. e-Quest, the energy simulation software was used for modelling the terminal station building and thereby calculated the yearly consumption of operational energy. Terminal station building is modelled with a detailed description of the building in e-Quest, which is being analysed with lighting, equipment's, thermostat settings, hourly scheduling of occupants and climatic data as the inputs to the model. In assessing the life cycle energy of the terminal station building, recurring energy and transportation energy were also calculated. In addition, this study discusses the comparative analysis on operational energy consumption for the same metro station model for three different climatic regions across India. Further, the present study on life cycle energy is compared with the life cycle energies of different types of buildings obtained from the literature, for an understanding of the energy usage demand per year per capita, between a public utility building, a commercial building and different types of residential buildings. © 2018 Elsevier LtdItem Surface displacements due to tunneling in granular soils in presence and absence of geosynthetic layer under footings(Techno Press technop2@chollian.net, 2018) Rebello, N.E.; Shivashankar, R.; Sastry, V.R.This paper presents the results of numerical modeling studies on the effect of displacements of tunneling in granular soils. Presence of building loads is considered, to find displacement generated at the surface on tunnel. Effect of varying eccentricities of building is simulated, to find influence of building on vertical and horizontal displacement. Studies were carried out in two cases of with and without a geosynthetic layer installed at the bottom of the footing. Results of analysis revealed, the presence of geosynthetic layer under footing, with building placed on centre line, reduced the surface displacements compared to displacement generated without geosynthetic layer. Presence of geosynthetic layer under footing had a dominant effect in reducing displacements in high storey structures. However, when the building was shifted to greater eccentricities from centre line, presence of geosynthetic layer, led to insignificant reduction of displacements on the centre line at the surface. © 2018 Techno-Press, Ltd.Item Assessing the life cycle performance of green building projects: a building performance score (BPS) model approach(Taylor and Francis Ltd., 2023) Thanu, T.; C, C.; Deepak, D.Construction industry is one of the major sectors contributing to the economic development of any country. Also, it acts as a major source of pollution towards the environment, and the impact of this is very severe. To overcome this, the concept of sustainability in the construction sector has emerged. In this regard, vital importance is given to the concept of sustainability along with various rating tools to measure green building performance. In the Indian context, existing assessment tools provide major importance to environmental impact rather than economic and social impacts. To address this issue, a Building Performance Score (BPS) model is developed based on the triple bottom priorities of sustainability which consists of environmental, economical, and social concepts. This model includes various indicators that play a major role in the sustainability assessment at various stages in life cycle of building. Different weights were ascertained for these indicators by experts and were further evaluated by Analytical Hierarchy Process (AHP) to understand the importance of these indicators. Furthermore, the importance of BPS model is validated considering three certified green buildings. Additional indicators that form the major source of sustainability that are neglected in the existing assessment tools are also considered in the case studies. The BPS model developed is utilized in different case scenarios to evaluate the performance of buildings and the suggested BPS model is validated through the present study. © 2022 Informa UK Limited, trading as Taylor & Francis Group.Item BCDetNet: a deep learning architecture for building change detection from bi-temporal high resolution satellite images(Springer Science and Business Media Deutschland GmbH, 2023) Basavaraju, K.S.; Hiren, N.S.; Sravya, N.; Lal, S.; Nalini, J.; Chintala, C.S.Change detection is becoming more and more popular technology for the analysis of remote sensing data and is very important for an accurate understanding of changes that are happening in the Earth’s surface. Different Deep Learning methods proposed till now are mainly focused on simple networks which results in poor detection for small changed areas because they can not differentiate between the bi-temporal image’s characteristics. To solve this problem, this article proposes a novel Building Change Detection Network (BCDetNet) for building object change detection and its analysis from bi-temporal high resolution satellite image. The proposed BCDetNet model can detect small change areas with the help of multiple feature extraction block. The proposed BCDetNet model executes building change detection using bi-temporal high resolution satellite images. The proposed BCDetNet model is trained on two publicly available datasets namely LEVIR and WHU change detection(CD) datasets. These datasets contain RGB images with dimensions of (1024 × 1024) and (512 × 512), respectively. The BCDetNet model can learn from scratch during training and performs better than the benchmark change detection models with fewer trainable parameters. The BCDetNet model gives Recall—94.06%, Precision—93.00%, Jaccard score—88.40%, Accuracy—98.73%, F1 score—93.52% and Kappa coefficient—87.05% on LEVIR CD dataset and Recall—89.51%, Precision —92.78%, Jaccard score - 84.38%, Accuracy—96.78%, F1 score—91.06% and Kappa coefficient - 82.12% on WHU CD dataset. This work is a step in the direction of achieving best results in building change detection from high resolution satellite images. © 2023, The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.