Academic literature on the topic 'G+3 building'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'G+3 building.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Journal articles on the topic "G+3 building"
1
Resma B. Vijay, Vedant Kakade, Raj Madhav, Parth Shingote, and Gauri Thorat. "Risk Assessment of Aging G+3 Residential Buildings." International Journal of Scientific Research in Science, Engineering and Technology 12, no. 2 (2025): 494–99. https://doi.org/10.32628/ijsrset25122165.
Full textAbstract:
The structural deterioration of ageing buildings in India presents significant safety hazards, necessitating systematic assessment and intervention measures. This study examines the efficacy of structural audits in evaluating and enhancing the stability of older buildings. The audit methodology encompasses comprehensive visual inspections and advanced non-destructive testing (NDT) techniques, including Rebound hammer tests, Ultrasonic pulse velocity tests, Carbonation tests, and Half-cell potential tests, to assess structural integrity. The overall health of Buildings based on visual inspection concludes that in the context of Mumbai's Building and Construction Authority (BMC) classification of dilapidated buildings, Raj Laxman A1-B1 & A2-B2 Society falls under the C2B category (requires structural repairs but does not necessitate immediate evacuation of residents) On performing Rebound Hammer Test, it is found that Building A1-B1,17% of total Structural Elements Tested are comes under the fair condition while 83% of them are falls under poor Category and Building A2-B2,8% of total Structural Elements Tested are comes under the fair condition while 92% of them are falls under poor Category of Condition. On performing the UPV Test, it was found that all the tested elements fall under the medium category. Conducted Carbonation test results show that both Buildings A1-B1 and A2-B2 have no carbonation or a negligible depth of carbonation in the concrete. The probability of corrosion in the reinforcement of both Buildings A1-B1 and A2-B2 was approximately 70% as corrosion activity fell between 200mV & 350mV. Audit and Stability reports of both Buildings A1-B1 and A2-B2 prepared on the Visual inspections and NDT findings. Following the repair of the building, on performing Rebound Hammer Test it is found that Building A1-B1,50% of total Structural Elements Tested are comes under the good condition while 50% of them are falls under fair Category and Building A2-B2,60% of total Structural Elements Tested are comes under the good condition while 40% of them are falls under fair Category of Condition. The condition of the building was enhanced after taking up repair work, as suggested.
2
Sachchidanand, Saurabh Yadav, Shadab Ahmad, Shahre Alam Khan, and Ms Kajal Singh. "Analysis of (G+3) Hostel Building." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 4600–4602. http://dx.doi.org/10.22214/ijraset.2023.52397.
Full textAbstract:
Abstract: The principal objective of this project is the comparative study on design and analysis of hostel building (G+3) of area 2050 sqm, by AUTOCAD, STAAD.Pro and ETABS software’s. Our project deals with the plan and style of Hostel Building. Designing involves identifying the forces and stresses which arise within that structure, perform analysis to urge moments and shear forces on different elements of the structure then design the structure for ultimate loads, dead load, wind load, live load, earthquake load (Indian Earthquake zone 3) and moments etc. AUTOCAD, ETABS and STAAD.Pro may be softwares tool to style functional design of plan. Estimation includes finding the quantities of materials required for the development of the structure and requirements of labour etc. During this project work, an effort is formed consistent with Building by laws and style of hostel building as per is: IS-456-2000, IS-1200 and SSR. The layout planning may be a part of urban development it includes planning of hostel houses, commercial complexes, service roads, primary health centers, school...& other amenities sewerage system for whole layout (includes treatment, sewer main, storm water drains), water distribution system. This article includes design & estimation of hostel building in plot of layout planned.
3
Meshram, Sohan. "Design and Analysis G+2 Residential Building using BIM." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 2943–44. https://doi.org/10.22214/ijraset.2025.68861.
Full textAbstract:
"Building Information Modeling (BIM) has changed the construction industry by combining design, analysis, and project management into one platform. This paper uses BIM to design and analyze a 3-story residential building, focusing on its strength, cost, and environmental impact. We reviewed existing research to highlight BIM's benefits, including automation, error reduction, and teamwork. Our paper shows how BIM improves efficiency, reduces mistakes, and enhances project delivery. “BIM is a powerful tool that helps build better buildings. We used BIM to design a 3-story home and studied its strengths, costs, and environmental impact. Our research shows that BIM makes construction more efficient, reduces errors, and helps complete projects on time." "This study used special software called Building Information Modeling (BIM) to design and analyze a 3- story home. We used Autodesk Revit to create the building's design and structure, and Autodesk STAAD. Pro to test its strength. The building's structure is made of reinforced concrete columns, beams, and floors. We tested it against various loads like weight, wind, and earthquakes. The results showed that the building can withstand these forces. Using BIM software helped us create a detailed and accurate model, making it easier to analyze and design the building. This study shows how BIM can improve the design process for homes, making it faster and more accurate." "We used special software to design and test a 3-story home. We made sure it's strong enough to withstand weights, winds, and earthquakes. The results were good, and we learned that this software can help design homes more quickly and accurately."
4
Parekh, Priyanka. "Design and Analysis of G+3 Building by STAAD PRO." International Journal of Science and Research (IJSR) 12, no. 7 (2023): 1148–52. http://dx.doi.org/10.21275/sr23714094714.
Full text
5
Mr, Ankit Pal1* Mr Arpit Chawda2. "SEISMIC ANALYSIS OF G+3 MULTISTOREY BUILDING WITH AND WITHOUT LEAD RUBBER BEARING SUPPORT USING DESIGN SOFTWARE." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 7, no. 1 (2018): 282–88. https://doi.org/10.5281/zenodo.1146154.
Full textAbstract:
The research is conducted with study of existing researches in the field of siesmc behaviour of buildings. Base isolation is one of the technology applied to reduce the effect of earthquake effect. The principle is to disconnect the base of the building from footing ground. The problem is taken as residential building design to withstand building against seismic action. Two types of base are used to analyze and compare building first is building with fixed base and second case is building with lead rubber bearing support. Two software STAAD Pro and SAP 2000 are used to test fixed and lead rubber bearing base buildings. It is first time in India when residential buildings are tested with lead rubber bearing isolation are tested and analyzed for seismic zone V. It is found from results that deflection and stresses analyzed with lead rubber bearing are lesser than fixed base with remarkable margin and it is concluded that research recommends use of lead rubber bearing base isolation for seismic zone V in India.
6
Kushwaha, Mr Harsh, and Prof Rahul Sharma. "Analysis of Tall Building by Various Types of Structural Forms under Earthquake Analysis." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 1666–75. http://dx.doi.org/10.22214/ijraset.2022.48312.
Full textAbstract:
Abstract: In the current world scenario, high-rise buildings are favoured due to the rapid rise in land values, land shortages, and to conserve land in rural areas for agricultural use. The construction of high-rise buildings primarily depends on wind and seismic loads. The performance of buildings depends on the structural configuration. The structural system of a high-rise building is designed to work with vertical gravity loads and mainly with lateral loads caused by wind and seismic activity. The structural system consists only of elements designed to transfer loads, all other elements that are not involved in the transfer of loads are called non-structural element. The research assist the analysis of G+16 Storey level with various mode of structural form used in tall building construction. The G+16 Tall building is modelled on CSI ETBAS for Zone 4 under seismic analysis by Response spectrum analysis. The various types of struural form used in the model 1 to model 6. The structural form consists of 1) Moment resisting frame 2) Building with Braced Frame Structure 3) Building with Hull-Core (Tube-in-Tube Structure) 4) Building with Shear Wall 5) Building with Composite 6) Building with Outrigger Structure. The research concluded that the model cases no 3 is optimised under the G+16 Storey building. Other than model 2, 4, 1 & 6 recommended for optimised case in descending order
7
Tadakhe,, Saisarthak, Aniket Nikam,, Saurav Bhagat, Sarthak Khalekar, and Sanket Gore. "Design and Analysis G+3 Residential and Commercial Building Using Staad Pro Software." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 04 (2025): 1–9. https://doi.org/10.55041/ijsrem43856.
Full textAbstract:
The structural design and analysis of multi-story buildings play a crucial role in ensuring safety, durability, and cost-effectiveness. This project focuses on the design and analysis of a G+3 (Ground plus three floors) residential and commercial building using ETABS and RCDC software. The aim is to develop an efficient, structurally sound, and economically viable design that adheres to the provisions of the Indian Standard Codes, including IS 456:2000 for reinforced concrete structures and IS 1893:2016 for seismic design
8
Kumar, Aayush. "Static Analysis and Design of Multistorey (G+3) Residential Building using STAAD Pro." International Journal for Research in Applied Science and Engineering Technology 13, no. 5 (2025): 6294–300. https://doi.org/10.22214/ijraset.2025.71654.
Full textAbstract:
In this project, an attempt is made to analysis and design a multi-storey building (G+3, Residential Building) using STAAD Pro software. In the present scenario, huge numbers of structures have constructed in the world for numerous purposes. These structures have been designed from different techniques such as load bearing wall structures, framed structures, shell structures, composite structures, etc. In the present study has been focused on G+3 stories residential building for evaluate the static responses. The building has been constructed in symmetrical throughout with using framed structures. The study has been opted three steps: 1) Built geometrical and 3D model: the geometrical drawing and 3D model of the building has been done by Auto Cad and Staad Pro., 2) Performed static analysis: the building has been analyzed from Dead load, Live load, Wind load and their possible combinations using by IS codes. 3) Desing: Finally, building has been designed from M20 and M25 grade concrete for checking which structure is more stable and economical.
9
Tuleyev, Ali T., Zhassulan A. Omarov, Vladimir A. Lapin, and Yrken S. Aldakhov. "Dynamic testing of a high-rise monolithic building." Earthquake Engineering. Construction Safety, no. 5 (October 25, 2024): 66–82. http://dx.doi.org/10.37153/10.37153/2618-9283-2024-5-66-82.
Full textAbstract:
The task is to determine the dynamic characteristics of a 35-storey monolithic building in the city of Almaty. Dynamic tests were performed using a V-3 inertial vibration machine installed on the building floor. Oscillations were recorded using a digital instrumentation system. The results of dynamic tests of a 35-storey building of a frame-wall structure (monolithic) were obtained. For the first time, vibration periods were obtained for the first three vibration forms of a high-rise building, respectively, 1.38 s; 0.38 s; 0.195 s. Values of accelerations are determined by 3 forms of oscillation of buildings, respectively, 0.016 g, 0.199 g, 0.240 g. Dissipative properties of a high-rise building were estimated (logarithmic decrement of oscillation by oscillation forms 0.08 – 0.22). Somewhat unexpected here was the relatively small magnitude of the logarithmic decrement of the first form – 0.08. The features of the building behavior under dynamic impacts and the assessment of the ability of floor disks to distribute horizontal seismic loads between vertical elements were studied. The RMS acceleration of the first three forms is 0.312 g. After vibration tests, no damage or cracks were noted in the bearing structures of the building. In some partitions, cracks with a small opening are noted, which are formed, as a rule, at the junction of non-bearing structures with bearing ones. Conclusions are drawn about the need to adjust regulatory documents in construction. The results of the work can be used in the design of high-rise monolithic buildings.
10
V. Raut, Akshay, and Prof RVRK Prasad. "Pushover Analysis of G+3 Reinforced Concrete Building with soft storey." IOSR Journal of Mechanical and Civil Engineering 11, no. 4 (2014): 25–29. http://dx.doi.org/10.9790/1684-11412529.
Full textBooks on the topic "G+3 building"
1
Staff, ETA hand2mind. Rising Readers : Building Comprehension Strategies: Set G , Green, Book 3. hand2mind, 2007.
Find full text
2
Vom Holz zum Eisen: Weitgespannte Konstruktionen des 18. und 19. Jahrhunderts : deutsch-sowjetisches Kolloquium des Mittel-, Südost-, Osteuropa-Referats und des Teilprojekts C3 "Geschichte des Konstruierens" im Sonderforschungsbereich 230 "Natürliche Konstruktionen" am 25. und 26. Januar 1990 am Institut für leichte Flächentragwerke, Universität Stuttgart = [Ot dereva k metallu : bolʹsheproletnye konstrukt͡s︡ii 18 i 19 stoletiĭ : Nemet͡s︡ko-sovetskiĭ kollokvium, organizovan Otdelom T͡S︡entralʹnoĭ, I͡U︡govostochnoĭ i Vostochnoĭ Evropy Instituta mezhdunarodnykh otnosheniĭ i Otdelom spet͡s︡ialʹnykh issledovaniĭ (SFB 230) "Prirodoobraznye konstrukt͡s︡ii" Razdel C-3, istorii͡a︡ konstruirovanii͡a︡. 25 i 26 i͡a︡nvari͡a︡ 1990 g. v Institite legkikh nesushchikh konstrukt͡s︡iĭ Universiteta g. Shtutgart]. Sonderforschungsbereich 230, 1991.
Find full text
3
M¨uhlherr, Bernhard, Holger P. Petersson, and Richard M. Weiss. Forms of Residually Pseudo-Split Buildings. Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691166902.003.0034.
Full textAbstract:
This chapter deals with forms of residually pseudo-split buildings. The proof rests on the fact that in every case, there is a Galois action of Γ := GalL/K on ΔL whose fixed point building is isomorphic to Δ. A Tits index = (Π, Θ, A) is displayed by drawing the Coxeter diagram, bending edges where necessary so that vertices in the same Θ-orbit are conspicuously near to each other, and putting a circle around the set of vertices in each orbit of Θ disjoint from A. The chapter presents the main result showing that every exceptional Bruhat-Tits building of rank at least 3 but not of type G˜2 with Tilde₂ is the fixed point building of an unramified group of order 2 or 4 acting on a residually pseudo-split building.
Book chapters on the topic "G+3 building"
1
Gelbrich, Uli, and Georg Reinwaldt. "G." In Fachwörterbuch Bauwesen / Dictionary Building and Civil Engineering. Vieweg+Teubner Verlag, 1994. http://dx.doi.org/10.1007/978-3-322-91268-8_7.
Full text
2
Kolari, James W., Wei Liu, and Seppo Pynnönen. "Building the Global Minimum Variance Portfolio G." In Professional Investment Portfolio Management. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-48169-7_7.
Full text
3
Gascon, Mathieu, Mattéo Delabre, and Nadia El-Mabrouk. "Simultaneously Building and Reconciling a Synteny Tree." In Lecture Notes in Computer Science. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72200-4_10.
Full textAbstract:
AbstractWe present FullSynesth, a tree reconciliation algorithm predicting the evolution of a set of homologous genomic regions or syntenies, inside a species tree. The considered evolutionary model involves segmental events (i.e. acting on multiple genes) including duplications (D), losses (L), synteny fissions and transfers possibly going through unsampled or extinct species. Formally, given a set of syntenies in a set of genomes and a set $$\mathcal {G}$$ G of consistent gene trees for the gene families composing the syntenies, the problem is to infer a most parsimonious evolutionary history explaining the observed gene trees and syntenies given a species tree. The problem is NP-hard for the DL distance. FullSynesth is based on Synesth explicating the evolution of a set of syntenies given a single synteny tree, which can be obtained from $$\mathcal {G}$$ G by selecting an “optimal” supertree. Rather than trying each supertree in turn, FullSynesth is based on a two-in-one approach simultaneously building and reconciling a synteny supertree. The running time of this algorithm is exponential in the number of gene trees rather than in the size of gene trees. We show on simulated datasets that FullSynesth significantly improves the running time of Synesth applied to each possible supertree. An implementation of the algorithm is available at: http://www.iro.umontreal.ca/~mabrouk/.
4
Parlewar, Prafulla. "Rehabilitation of K. G. Road Complex at New Delhi, India." In Case Studies in Building Rehabilitation. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49202-1_1.
Full text
5
Mimoun, K. D., H. Miloua, and D. Nehari. "Behaviour of Fire Spread in Residential Building G+4." In Artificial Intelligence and Heuristics for Smart Energy Efficiency in Smart Cities. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-92038-8_89.
Full text
6
Tanner, Michael, Pedro Piniés, Lina Maria Paz, and Paul Newman. "BOR $$^2$$ 2 G: Building Optimal Regularised Reconstructions with GPUs (in Cubes)." In Springer Tracts in Advanced Robotics. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-27702-8_8.
Full text
7
Polar, Vivian, Béla Teeken, Janet Mwende, et al. "Building Demand-Led and Gender-Responsive Breeding Programs." In Root, Tuber and Banana Food System Innovations. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92022-7_16.
Full textAbstract:
AbstractGender-responsive breeding is a new approach to making sure modern breeding takes advantage of opportunities to improve gender equality in agriculture. Conventional research on the acceptability of modern varieties has scarcely addressed gender differences during adoption studies. Gender-responsive breeding starts from a different premise that adoption and social impact will be enhanced if gender is addressed at early stages of variety design and priority setting in breeding. However, until recently, there was no concrete way to integrate gender considerations into the practice of breeding. This chapter draws lessons for the future from three RTB breeding programs innovating with gender-responsive breeding with a focus on piloting novel tools. The new G+ tools are designed to help gender researchers and breeders make joint, evidence-based decisions about the significance of gender differences for customer targeting and trait prioritization in variety development. Their piloting in the context of each program’s practice of gender-responsive breeding throws light on some valuable good practices that contributed to successful innovation.
8
Pillonetto, Gianluigi, Tianshi Chen, Alessandro Chiuso, Giuseppe De Nicolao, and Lennart Ljung. "Regularization in Reproducing Kernel Hilbert Spaces." In Regularized System Identification. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-95860-2_6.
Full textAbstract:
AbstractMethods for obtaining a function g in a relationship $$y=g(x)$$ y = g ( x ) from observed samples of y and x are the building blocks for black-box estimation. The classical parametric approach discussed in the previous chapters uses a function model that depends on a finite-dimensional vector, like, e.g., a polynomial model. We have seen that an important issue is the model order choice. This chapter describes some regularization approaches which permit to reconcile flexibility of the model class with well-posedness of the solution exploiting an alternative paradigm to traditional parametric estimation. Instead of constraining the unknown function to a specific parametric structure, the function will be searched over a possibly infinite-dimensional functional space. Overfitting and ill-posedness are circumvented by using reproducing kernel Hilbert spaces as hypothesis spaces and related norms as regularizers. Such kernel-based approaches thus permit to cast all the regularized estimators based on quadratic penalties encountered in the previous chapters as special cases of a more general theory.
9
Ninawe, Anil, and Sanket Sanghai. "Effect of HDRB Base Isolation System on RCC Framed G + 5 Irregular Plan with Mass Unsymmetric Building." In Sustainable Civil Infrastructures. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-82133-2_11.
Full text
10
Mrohs, Tim, Andre Jung, and Oliver Weichold. "Alkaline Hydrogels—Multifunctional Materials for Concrete Rehabilitation." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_37.
Full textAbstract:
AbstractThe most important factor for the protection of steel reinforcement in cementitious materials such as concrete is the alkalinity. As well as slowing down the penetration of atmospheric carbon dioxide, it delays to a certain extent the action of chloride ions. Both act at the molecular level in the form of discrete, individually mobile objects that can trigger steel corrosion. Therefore, maintenance materials designed to address these problems at the molecular level benefit from their own high pH value.To accomplish this an alkaline hydrogel based on diallyldimethylammonium hydroxide was developed which proved to be a multitool for modern building maintenance. The gel structure can be modified in order to tune macroscopic properties such as viscosity and stickiness relevant for applications. These are e. g. the restoration of the alkaline buffer of carbonated concrete, coupling material for the electrochemical chloride extraction, and crack injection, where the gel performs three functions simultaneously.
Conference papers on the topic "G+3 building"
1
Kumutha, R., and V. Praveen Kumar. "Seismic analysis of G+3 R.C. framed residential building at zone 5 using software." In INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING AND MANUFACTURING SYSTEMS: ICMEMS2022. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0132669.
Full text
2
Kottke, Christoph, Ziyan Ma, Sepideh Mohammadi Kouhini, and Volker Jungnickel. "In-building Optical Wireless Positioning Using Time of Flight." In Optical Fiber Communication Conference. Optica Publishing Group, 2023. http://dx.doi.org/10.1364/ofc.2023.m4f.6.
Full textAbstract:
We present a LiFi positioning and communication system based on the ITU-T G.9991 standard. Accuracies as low as 3 cm in x,y,z direction have been achieved, utilizing an optimization approach for the LED behavior.
3
Sarfaraz, Aamna, and Pankaj Mishra. "Studying the effect of vertical irregularities on the seismic vulnerability of setback buildings using Linear and Non-Linear methods." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1576.
Full textAbstract:
<p>In the present study, the behaviour of setback buildings under seismic excitation is analysed using Finite element (FE) method using SAP2000. A model of G+9 storey RC building was considered with setbacks at different floor levels to introduce the vertical irregularities. Three different configurations of the building models, with varying setbacks, are analysed using different methods – 1) Response Spectrum Method (linear dynamic) as per IS 1893:2016 (Part-I), 2) Push over Analysis (non-linear static) using FEMA 356 and 3) Time History Analysis (non-linear dynamic). The response such as base shear, storey displacement, Angle of incidence, Time period, Column and beam moments are analysed in both X and Y directions and compared with the regular model. Effect of irregularities caused due to variation in plan and setbacks, on the response have been discussed, which governs the seismic vulnerability of setback RC buildings.</p>
4
Salamone, Giancarlo. "Towards the contemporary city. Reading method of post-unification restructuring of Trastevere in Rome." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.6046.
Full textAbstract:
Towards the contemporary city. Reading method of post-unification restructuring of Trastevere in Rome Giancarlo Salamone Dipartimento di Architettura e Progetto. Università degli Studi di Roma “La Sapienza”. Roma. via Flaminia, 359. 00196 Roma. Dottorato di Ricerca in Architettura e Costruzione. Università degli Studi di Roma “La Sapienza”. Roma. via Antonio Gramsci, 53. 00197 Roma. E-mail: giancarlo.salamone@uniroma1.it Keywords (3-5): Restructuring, Rome, Trastevere, process, reading method, tools, analysis in urban morphology Conference topics and scale: Tools of analysis in urban morphology Trastevere, the only area of the historic center of Rome (together with the Vatican / Borgo complex) located on the right side of the Tiber river, shows a morphological structure that depends on the pre-existing substrate, both road that typological, which was modified during the post-unity period by the establishment of the Tiber fronts and, above all, by the opening of Viale Trastevere. In the way of thinking about urban morphology as a scalar product of the factors that influence each other, in particular building typology, local structure, overall structure and territory, and that contribute together to generate an organism, it is therefore possible to read this part of the historical center as the last product, but not definitive, of a "process". The reading method on the consolidated structure, later renovated in a post-unification era, is based on the analysis of the most abundant building typology and on the permanence and derivations of local typological processes that led to the formulation of the “line house” in nineteenth-century line, the predominant building type of roman expansion in nineteenth-twentieth century. The reading of the restructuring, understood as synchronic action on the historical center, has been implemented instead by the analysis of synchronic variations at “line house” through the research of all projects registered for the edification of each block. Thus we can see how the blocks resulting from the transformation, in the logic of a restructuring "contromaglia" like the one for the opening of Viale Trastevere, will be the result of the disconnection of the existing blocks in which the building type adopted has had to adapt to a lower return situations: a reading of a synchronic action on a diachronic process that gives us the modern morphological apparatus. References Muratori, S., Bollati, R., Bollati, S. and Marinucci, G. (1963) Studi per una operante storia urbana di Roma (Consiglio Nazionale delle ricerche, Roma). Maffei, G. L. and Caniggia, G. (1979) Lettura dell’edilizia di base (Marsilio, Venezia). Maffei, G. L. and Caniggia, G. (1984) Progetto nell’edilizia di base (Marsilio, Venezia). Vaccaro, P. and Ameri, M. (1984) Progetto e realtà nell’edilizia romana dal XVI al XIX secolo (Edizioni Calosci, Cortona). Corsini, M. G. (2001) Il tessuto e l’edilizia progettati in Italia dal 1870 al 1930. Permanenza e derivazioni dei processi tipologici locali (Edizioni Kappa, Roma). Archivio Storico Capitolino, archival sources on restructuring area of Trastevere and permanence and derivations of local typological processes.
5
Kusuma, D. P. "Application of Pulsed-Neutron Spectroscopy Logging as Crucial Data Input To Modify Reservoir Characterization Understanding: Case Study in Carbonate Reservoir, Indonesia." In Indonesian Petroleum Association - 46th Annual Convention & Exhibition 2022. Indonesian Petroleum Association, 2022. http://dx.doi.org/10.29118/ipa22-g-19.
Full textAbstract:
Bukit Tua field is located in the north of Madura Island & its main reservoir are Kujung 1 & Kujung-2 which are consist of isolated patch reef with carbonate stringer. Pulsed-Neutron Spectroscopy Logging (PNL) was planned since this field enter next development stage, the formation oil/gas saturation & fluid contacts movement is crucial for development planning and behind casing opportunities. PNL can accomplish the objective since its building on the three types of nuclear reactions between neutrons and formation, four kinds of pulsed neutron logging modes are commonly utilized: sigma mode which based on the thermal neutron capture & primarily measure the time decay of the capturing process; C/O which based on the fast neutron inelastic scattering reactions; Ratio-Based Gas Saturation and 3-Phase Saturations. Sigma processing result can be specifically calculated from Sigma equation, but the C/O and Ratio-Based Gas Saturation and 3-Phase Saturation data processing need to apply the Monte Carlo models to eliminate the impact of the downhole environment to the log data. This paper introduces a novel pulsed-neutron log design that was successfully practiced in Bukit Tua, where it took the advantages from Sigma log modes to efficiently overcome the challenges of defining or to monitor hydrocarbon sweep and Gas-water contact movement. PNL was run in the Kujung-1 interval with activated sigma mode. This interval is known as a thick build-up platform carbonate with 95 feet TVT of gas column. Previous understanding was that the Kujung-1 reservoir was connected and there was no fault or facies compartmentation. There are 16 wells that penetrate this interval, consisting of 6 exploration wells, 6 non-producing wells and 4 producing wells. X1 well has produced since 2017, followed by X6 well in 2018. X11 well was drilled in 2020 and showed the GWC higher by 15 feet from the initial GWC. But surprisingly, two other wells (X8 & W2) drilled in 2020 and 2021 and penetrating the Kujung-1 interval showed original gas water contact but with pressure data below original pressure. To answer this anomaly, the surveillance PCINO team proposed to run PNL in two wells that are located in the X11, X6 & X1 area. X4 and X1 well were selected to represent a producing and non-producing well. PNL was run successfully in X4 and X1 wells, with three pass data that showed good repeatability. X4 is an oil well, and SGS data acquisition was run to confirm fluid annulus that will affect PNL data interpretation. X4 results show that the current GWC has risen by 17 feet, close to data from X11 which showed GWC higher by 15 feet. Meanwhile, X1 as producing well shows that the current GWC has risen by 23 feet, which is higher than the other data and possibly affected by water coning. Based on this PNL reservoir data, the previous understanding that Kujung-1 intervals are defined as connecting reservoir should be revised and thus will have implications for OGIP and reserve calculation.
6
Wir-Konas, Agnieszka, and Kyung Wook Seo. "Between territories: Incremental changes to the domestic spatial interface between private and public domains." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.6061.
Full textAbstract:
Between territories: Incremental changes to the domestic spatial interface between private and public domains. Agnieszka Wir-Konas¹, Kyung Wook Seo¹ ¹Department of Architecture and Built Environment, Northumbria University, Newcastle upon Tyne. Newcastle City Campus, 2 Ellison Pl, Newcastle upon Tyne NE1 8ST. E-mail: agnieszka.wir-konas@northumbria.ac.uk, kyung.seo@northumbria.ac.uk Keywords (3-5): building-street interface, incremental change, micro-morphology, private-public boundary, territory Conference topics and scale: Urban form and social use of space In this paper we investigate incremental changes to the relationship between private and public territory on the micro-morphological scale of the residential building-street interface. The building-street interface lies on the edge between two distinctively different spatial domains, the house and the street, and provides a buffer which may be adjusted to aid the transition from private to public territory. The structure of the space impacts both domains: it provides a fit transition from the private dwelling to the public territory, creates a space for probabilistic encounters between inhabitants and strangers, and maintains the liveability of the public street. The aim of this paper is threefold: Firstly, we recognise morphological differences in the structure of the interfaces and the way the transition from private to public territory was envisioned and designed in different societal periods. Secondly, we study incremental changes to the interface, representing individual adjustments to the private-public boundary, in order to recognize common types of adaptations to the existing structure of the interface. The history of changes to each individual building and building-street interface was traced by analysing planning applications and enforcements publicly provided by the city council. Lastly, we compare the capacity of each building-street interface to accommodate incremental change to the public-private transition. We argue that studying the incremental change of the interface and the capacity of each interface to accommodate micro-scale transformations aids in the understanding of the complex social relationship between an individual and a collective in the urban environment. References (180 words) Conzen, M. R. G. (1960). Alnwick, Northumberland: a study in town-plan analysis. Transactions and Papers (Institute of British Geographers) 27, iii-122. Gehl, J. (1986) ‘Soft edges in residential streets’. Scandinavian Housing and Planning Research 3(2), 89-192 Gehl, J. (2013) Cities for People (Island Press, Washington DC). Habraken, N. J. and Teicher, J. (2000) The structure of the ordinary: form and control in the built environment (MIT press, Cambridge). Hillier, B. and Hanson, J. (1984) The Social Logic of Space (Cambridge: Cambridge University Press). Jacobs, J. (1961) The Death and Life of Great American Cities (Middlesex: Penguin, Harmondsworth). Lawrence, R. J. (1987) Housing, dwellings and homes: Design theory, research and practice (John Wiley, Chichester). Palaiologou, G., Griffiths, S., and Vaughan, L. (2016), ‘Reclaiming the virtual community for spatial cultures: Functional generality and cultural specificity at the interface of building and street’. Journal of Space Syntax 7(1), 25-54. Whitehand, J. W. R. and Morton, N. J. and Carr, C. M. H. (1999) ‘Urban Morphogenesis at the Microscale: How Houses Change’, Environment and Planning B: Planning and Design 26(4), 503-515.
7
Alonso de Armiño Pérez, Luis, Gonzalo Vicente-Almazán Pérez de Petinto, and Vicent Cassany i Llopis. "Housing form and city form: Urban morphology and local identity." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.5772.
Full textAbstract:
Housing form and city form: Urban morphology and local identityKeywords (3-5): Building type, urban morphology, Valencia, housing, house floor-plan design This paper aims to analyse the processes of typological evolution of residential buildings in Valencia as a way to outline an 'affiliation' within the city's housing types, capable of endowing a local identity profile beyond European influences that began to generalise from mid-XIX century. The residential fabric of Valencia maintained a certain continuity/ intelligibility in its morphological evolution until the 1970s, in which the development of the 1966 PG marked a turning point, with the progressive incorporation of "modern" forms of housing, vaguely related to the diffusion of CIAM architectural principles. Nevertheless, a most substantial part of the city fabric, amounting to two-thirds of all residential buildings, was built before the 1966 PG, and therefore away from 'modern' housing practices. Most of this fabric, corresponding to neighbourhoods resulting from urban extension projects starting in the second half of the nineteenth century, is made out of serially-aggregated, multi-family buildings or 'houses of flats', forming perimeter blocks, whose profile still characterises visually the city's townscape. To a large extent, these 'houses of flats' are the result of a progressive codification of building prototypes that first appeared in the historic city, originating from the transformation of the traditional city-house. Initially, the transformation began with increasing the number of storeys, successively followed with processes of plot-aggregation, all combined with an horizontal division configuring new housing floor-plans. These processes progressively generated larger buildings, in which the plot shape and dimensions appear as determining instances. References (100 Word) ALONSO DE ARMIÑO, L. y PIÑON, J.L. (1986). La formazione del la Valencia moderna. Sutoria Urbana, (37), 89-114. AZAGRA, J. (1993). Propiedad inmueble y crecimiento urbano. Valencia 1800-1931. Madrid: Síntesis. BRIGUZ Y BRU, G. (1837). Escuela de Arquitectura Civil. Valencia: Joseph de Orga. HERMOSILLA, J. (1750). La architectura civil (manuscrito). DALY, M.C. (1864). L’architecture privée au XIXème siècle, sous Napoléon III MOLEY, C. (1999). Regard sur l’immeuble privé. Architecture d’un habitat 1880-1970. Paris: Le Moniteur. PIÑÓN, J.L. (1988). Los orígenes de la Valencia moderna PONS, A. y SERNA, J. (1992). La ciudad extensa. Valencia: Diputació de València. SANCHO, A. (1855). Mejoras materiales de Valencia. Valencia: Imprenta de José Mateu.
8
Yang, Sen, and Tianshou Ma. "Application of Wellbore Engineering Data Evaluation and Analysis for Drilling Performance Improvement." In SPE Conference at Oman Petroleum & Energy Show. SPE, 2025. https://doi.org/10.2118/224890-ms.
Full textAbstract:
Abstract To mitigate drilling risks and enhance the rate of penetration (ROP) in shale gas horizontal wells, wellbore stability analysis and geomechanical studies are essential. However, cluster development of horizontal wells within the same platform alters the original in-situ stress field, rendering the drilling mud weight window calculated based on static mechanical models inaccurate. This frequently leads to wellbore instability during drilling, posing risks to both drilling safety and environmental protection. This paper integrates actual drilling, fracturing, and production data to establish a multidimensional geomechanical model. Building upon a 1D static geomechanical model, it incorporates stress field variations in the target drilling area caused by fracturing and production operations from three previously completed horizontal wells in the northern cluster. Key findings include: 1. Dynamic Stress Field Analysis: After injecting approximately 100,000 m³ of fracturing fluid into three northern horizontal wells and considering cumulative production effects, the "fracturing-production" operations in the northern cluster induced a pore pressure increase of 0.6–1.6 MPa in the southern platform area. This corresponds to a mud weight increment of 0.07–0.1 g/cm³, necessitating adjustments to drilling fluid density for enhanced wellbore stability. 2.Target Formation Mechanical Properties: Poisson's ratio: 0.152–0.22. Young's modulus: 6.1–65.8 GPa. Rock strength: 60.7–117 MPa. The low Poisson's ratio and high Young's modulus indicate medium-hard formations with favorable drillability. 3.Formation Pressure Evolution: The Hanjiadian Formation exhibits gradual pressure buildup, with the Longmaxi source rock reaching a maximum pressure gradient of 1.49 g/cm³.This dynamic geomechanical model demonstrates strong applicability and accuracy in predicting wellbore stability and optimizing mud weight windows. It provides critical insights for drilling design, effectively addressing stress field perturbations caused by multi-well interference in cluster development. For instance, the quantified mud weight adjustment (0.07–0.1 g/cm³) directly translates to safer drilling practices while avoiding excessive mud costs – a balance crucial for both engineering safety and economic efficiency in shale gas operations.
9
Nezhadmasoum, Sanaz, and Nevter Zafer Comert. "Historic-geographical and Typo-morphological assessment of Lefke town, North Cyprus." In 24th ISUF 2017 - City and Territory in the Globalization Age. Universitat Politècnica València, 2017. http://dx.doi.org/10.4995/isuf2017.2017.6254.
Full textAbstract:
Historic-geographical and Typo-morphological assessment of Lefke town, North Cyprus Sanaz Nezhadmasoum¹, Nevter Zafer Comert² Department of Architecture. Eastern Mediterranean University. Famagusta. North Cyprus.Via Mersin 10. Turkey E-mail: sanaz.nezhadmasoum@gmail.com, nzafer@gmail.com Keywords: Historic-geographic approach, Typo-morphology, Urban form, Lefke town Conference topics and scale: Urban morphological methods and techniques Morphological analysis in cities have been employed to conduct the research on the urban form and fabric of the place, that helps to determine the conservation plans or strategies of towns that reveal clues to their own history (Whithand,2001). Such analysis methods are a process that reviews the evolution and evaluation of towns throughout history. This paper focuses on, Conzen’s and Caniggia’s ideas, MRG Conzen’s historic-geographical approaches (1968) on planning level and Caniggia’s typo-morphological process (2001) on architectural level. Those methodologies help to understand the transformation procedure of different regions of city throughout the years and recovering how the city elements and urban hierarchy are interrelated. Additionally, the focus of this paper is to study the town’s morphological transformations, regarding its spatial, geographical and historical combinations. Within this context, Geographical and historical surveys done on the whole town of Lefke, in north-west Cyprus, and a detailed explanation on the typo-morphological analyses of some particular regions will be given in this article. One of the significant character that makes the town unique is its historical background which lay down with an organic urban pattern from Ottoman period. Lefke town was first formed with a medieval character, and through centuries of functional and physical transformations, has been highly influenced by British extensions, which were either prearranged modifications affected by socio- natural, economic, and political situations, or instinctive and spontaneous changes. All these historical factors, along with its geographical features, make Lefke an interesting case to be studied with an urban typo-morphological approach. References Caniggia G, Maffei G., 2001, Interpreing Basic building Architectural composition and building typology Alinea editrice, Firenze, Italy Cömert, N. Z., &amp; Hoskara, S. O. (2013) ‘A typo-morphological study: the CMC industrial mass housing district, lefke, northern cyprus’, Open House International, 38(2), 16-30. Conzen, M. R. G. (1968) ‘The use of town plans in the study of urban history’, in Dyos, H. J. (ed.) The study of urban history (Edward Arnold, London) 113-30. Larkham, P. J. (2006) ‘The study of urban form in Great Britain’, Urban Morphology, 10(2), 117. Moudon, A. V. (1997) ‘Urban morphology as an emerging interdisciplinary field’, Urban morphology, 1(1), 3-10. Whitehand, J. W. (2001) ‘British urban morphology: the Conzenion tradition’, Urban Morphology, 5(2), 103-109.
10
Varpasuo, Pentti, and Jukka Ka¨hko¨nen. "Blind Prediction of SMART 2008 Seismic Structural Response Test Results." In 16th International Conference on Nuclear Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/icone16-48397.
Full textAbstract:
This paper describes the numerical simulation contribution of Fortum Nuclear Services Ltd. to the round-robin blind prediction of SMART 2008 seismic structural response tests to be conducted by Commissariat Energie Atomique in France in spring 2008. In order to assess the seismic tri-dimensional effects (such as torsion) and non-linear response of reinforced concrete buildings, a reduced scaled model (scale of 1/4th) of a nuclear reinforced concrete building is going to be tested in 2008 on AZALEE shaking table at Commissariat a` l’Energie Atomique (CEA Saclay, France). This test, supported by Commissariat a` l’Energie Atomique (CEA) and Electricite´ de France (EDF), will be part of the “SMART-2008” project (Seismic design and best-estimate Methods Assessment for Reinforced concrete buildings subjected to Torsion and non-linear effects). The first part of the project is a blind prediction of the structure behavior under different seismic loadings. It is presented as a contest, opened to teams from the practicing structural engineering as well as the academic and research community, worldwide. This phase will result in the creation of a predictive benchmark, which should allow us to compare and validate approaches used for the dynamic responses evaluation of reinforced concrete structures subjected to earthquake and exhibiting both 3-D and nonlinear behaviors. The objectives of the predictive benchmark are to: 1) Assess different conventional design methods of structural dynamic analyses, including floor response spectra evaluation; 2) Compare best-estimate methods for structural dynamic response and floor response spectra evaluation. In the next analytical phase to be carried out during the year 2009, the prediction contest will be compared to test results at various levels of seismic excitation (including ‘under-design’ and high ‘over-design’ levels), in order to: 1) Quantify variability in the seismic response of the structure and identify contribution coming from uncertainties in input parameters and random variables; 2) Investigate and compare different methods for fragility curves elaboration. The numerical simulation gives the best estimate values for acceleration response spectra values in five specified response points of the model in two perpendicular horizontal directions for base excitation values from 0.05g up to 0.8 g. Also the maximum and minimum values of the stresses and strains in the concrete and in the reinforcement of four vertical walls of the model are to be simulated as well as the acceleration and displacement response time histories at the top of the model for base excitation values from 0.05g up to 0.8 g.
Reports on the topic "G+3 building"
1
Lahav, Ori, Albert Heber, and David Broday. Elimination of emissions of ammonia and hydrogen sulfide from confined animal and feeding operations (CAFO) using an adsorption/liquid-redox process with biological regeneration. United States Department of Agriculture, 2008. http://dx.doi.org/10.32747/2008.7695589.bard.
Full textAbstract:
The project was originally aimed at investigating and developing new efficient methods for cost effective removal of ammonia (NH₃) and hydrogen sulfide (H₂S) from Concentrated Animal Feeding Operations (CAFO), in particular broiler and laying houses (NH₃) and hog houses (H₂S). In both cases, the principal idea was to design and operate a dedicated air collection system that would be used for the treatment of the gases, and that would work independently from the general ventilation system. The advantages envisaged: (1) if collected at a point close to the source of generation, pollutants would arrive at the treatment system at higher concentrations; (2) the air in the vicinity of the animals would be cleaner, a fact that would promote animal growth rates; and (3) collection efficiency would be improved and adverse environmental impact reduced. For practical reasons, the project was divided in two: one effort concentrated on NH₃₍g₎ removal from chicken houses and another on H₂S₍g₎ removal from hog houses. NH₃₍g₎ removal: a novel approach was developed to reduce ammonia emissions from CAFOs in general, and poultry houses in particular. Air sucked by the dedicated air capturing system from close to the litter was shown to have NH₃₍g₎ concentrations an order of magnitude higher than at the vents of the ventilation system. The NH₃₍g₎ rich waste air was conveyed to an acidic (0<pH<~5) bubble column reactor where NH₃ was converted to NH₄⁺. The reactor operated in batch mode, starting at pH 0 and was switched to a new acidic absorption solution just before NH₃₍g₎ breakthrough occurred, at pH ~5. Experiments with a wide range of NH₃₍g₎ concentrations showed that the absorption efficiency was practically 100% throughout the process as long as the face velocity was below 4 cm/s. The potential advantages of the method include high absorption efficiency, lower NH₃₍g₎ concentrations in the vicinity of the birds, generation of a valuable product and the separation between the ventilation and ammonia treatment systems. A small scale pilot operation conducted for 5 weeks in a broiler house showed the approach to be technically feasible. H₂S₍g₎ removal: The main goal of this part was to develop a specific treatment process for minimizing H₂S₍g₎ emissions from hog houses. The proposed process consists of three units: In the 1ˢᵗ H₂S₍g₎ is absorbed into an acidic (pH<2) ferric iron solution and oxidized by Fe(III) to S⁰ in a bubble column reactor. In parallel, Fe(III) is reduced to Fe(II). In the 2ⁿᵈ unit Fe(II) is bio-oxidized back to Fe(III) by Acidithiobacillus ferrooxidans (AF).In the 3ʳᵈ unit S⁰ is separated from solution in a gravity settler. The work focused on three sub-processes: the kinetics of H₂S absorption into a ferric solution at low pH, the kinetics of Fe²⁺ oxidation by AF and the factors that affect ferric iron precipitation (a main obstacle for a continuous operation of the process) under the operational conditions. H₂S removal efficiency was found higher at a higher Fe(III) concentration and also higher for higher H₂S₍g₎ concentrations and lower flow rates of the treated air. The rate limiting step of the H₂S reactive absorption was found to be the chemical reaction rather than the transition from gas to liquid phase. H₂S₍g₎ removal efficiency of >95% was recorded with Fe(III) concentration of 9 g/L using typical AFO air compositions. The 2ⁿᵈ part of the work focused on kinetics of Fe(II) oxidation by AF. A new lab technique was developed for determining the kinetic equation and kinetic parameters (KS, Kₚ and mₘₐₓ) for the bacteria. The 3ʳᵈ part focused on iron oxide precipitation under the operational conditions. It was found that at lower pH (1.5) jarosite accumulation is slower and that the performance of the AF at this pH was sufficient for successive operation of the proposed process at the H₂S fluxes predicted from AFOs. A laboratory-scale test was carried out at Purdue University on the use of the integrated system for simultaneous hydrogen sulfide removal from a H₂S bubble column filled with ferric sulfate solution and biological regeneration of ferric ions in a packed column immobilized with enriched AFbacteria. Results demonstrated the technical feasibility of the integrated system for H₂S removal and simultaneous biological regeneration of Fe(III) for potential continuous treatment of H₂S released from CAFO. NH₃ and H₂S gradient measurements at egg layer and swine barns were conducted in winter and summer at Purdue. Results showed high potential to concentrate NH₃ and H₂S in hog buildings, and NH₃ in layer houses. H₂S emissions from layer houses were too low for a significant gradient. An NH₃ capturing system was designed and tested in a 100-chicken broiler room. Five bell-type collecting devices were installed over the litter to collect NH₃ emissions. While the air extraction system moved only 10% of the total room ventilation airflow rate, the fraction of total ammonia removed was 18%, because of the higher concentration air taken from near the litter. The system demonstrated the potential to reduce emissions from broiler facilities and to concentrate the NH₃ effluent for use in an emission control system. In summary, the project laid a solid foundation for the implementation of both processes, and also resulted in a significant scientific contribution related to AF kinetic studies and ferrous analytical measurements.