Civil 2013 titles
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This document contains 15 titles for civil engineering projects related to structural analysis. The titles cover topics like analyzing beams, trusses, bridges, dams, and other structures under different loads and conditions using methods like finite element analysis. The analyses will determine factors like deflection, stresses, and dynamic response for various civil and building components.
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Different forms of steel intensive structures, shape optimisation,stability,p...
THE FRAME GEOMETRY MATCHES THE SHAPE OF THE BENDING MOMENT DIAGRAM FOR OPTIMAL DESIGN, THUS MINIMIZING MATERIAL WASTE AND REDUCING THE TOTAL WEIGHT OF FRAMES
assignment two civil
This document summarizes an assignment on construction materials and terminology. It lists common construction materials like stone, brick, cement and reinforcing steel. It also defines key terms used in construction like superstructure, substructure, bearing capacity, load bearing and framed construction. Finally, it compares stone and brick masonry based on attributes like strength, durability, appearance and fire resistance, noting that stone masonry is generally stronger but more difficult to handle than brick masonry.
Comparitive study on rcc and composite (cft) multi storeyed buildings
The document compares the performance of reinforced concrete (RCC) and composite (CFT) multi-storey buildings under lateral loads. Nonlinear time history analyses were performed on G+14, G+19, and G+24 buildings with different lateral load-resisting systems including bracing and shear walls. Parameters like natural period, displacement, and drift were compared. The CFT buildings showed shorter periods and better performance, with natural periods up to 25% less than the RCC buildings. The CFT buildings also exhibited reduced displacements and drifts compared to the RCC structures.
Effect of shape of main reinforcement in slabs
This document discusses the effect of using alternative shapes for main reinforcement in concrete slabs. Specifically, it examines using rectangular trough, trapezoidal trough, or V-shaped reinforcement rather than the typical horizontal reinforcement. Using alternative shapes could increase the moment-carrying and shear-carrying capacity of slabs while reducing deflection. This is due to the slab acting as a folded plate up to a certain limit because of the reinforcement shape. The document also discusses using this concept with ferrocement slabs to further increase strength with reduced dead load. In conclusion, reinforcement shape affects structural behavior and alternative shapes may provide design and structural benefits over conventional horizontal reinforcement.
PosterPresentation
This document compares the compressive capacity of hollow and concrete-filled columns. It finds that concrete-filled columns have a higher compressive capacity than hollow columns due to the high compressive strength of concrete. Both Eurocode 4 and SAP2000 structural analysis software show that concrete-filled columns experience lower bending moments, shear forces, and maximum resultant forces than hollow columns. While hollow rectangular columns have a greater capacity than circular columns according to Eurocode 4, concrete-filled circular columns have a higher capacity. Overall, both design methods found that concrete-filled square columns have the highest uniaxial compressive capacity.
Android anonymization of centralized and distributed social networks by sequ...
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Automatic four side pneauamtic jack
This document describes a project to design and fabricate a quick lifting jack using pneumatic technology. The jack aims to simplify lifting vehicles for maintenance in small auto garages. It uses a pneumatic cylinder connected to a solenoid valve to lift vehicles smoothly without impact. When the solenoid valve is activated, pressurized air enters the cylinder to push the piston up and lift the vehicle. The jack offers advantages over manual jacks like easier loading and maintenance but also has higher costs and maintenance needs. It is well suited for lifting small vehicles commonly found in auto garages.
David Anderson Resume prof
David Anderson has over 35 years of experience in ministry, business management, marketing, public relations, and construction. He has served as Senior Pastor for several large congregations and helped eliminate over $10 million in debt from one 900-member parish. He has also held executive roles in manufacturing, banking, radio sales, and publishing. Anderson has authored eight books, edited a monthly district news publication for 27 years, and earned degrees in English, Philosophy, and Theology.
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Different forms of steel intensive structures, shape optimisation,stability,p...
THE FRAME GEOMETRY MATCHES THE SHAPE OF THE BENDING MOMENT DIAGRAM FOR OPTIMAL DESIGN, THUS MINIMIZING MATERIAL WASTE AND REDUCING THE TOTAL WEIGHT OF FRAMES
assignment two civil
This document summarizes an assignment on construction materials and terminology. It lists common construction materials like stone, brick, cement and reinforcing steel. It also defines key terms used in construction like superstructure, substructure, bearing capacity, load bearing and framed construction. Finally, it compares stone and brick masonry based on attributes like strength, durability, appearance and fire resistance, noting that stone masonry is generally stronger but more difficult to handle than brick masonry.
Comparitive study on rcc and composite (cft) multi storeyed buildings
The document compares the performance of reinforced concrete (RCC) and composite (CFT) multi-storey buildings under lateral loads. Nonlinear time history analyses were performed on G+14, G+19, and G+24 buildings with different lateral load-resisting systems including bracing and shear walls. Parameters like natural period, displacement, and drift were compared. The CFT buildings showed shorter periods and better performance, with natural periods up to 25% less than the RCC buildings. The CFT buildings also exhibited reduced displacements and drifts compared to the RCC structures.
Effect of shape of main reinforcement in slabs
This document discusses the effect of using alternative shapes for main reinforcement in concrete slabs. Specifically, it examines using rectangular trough, trapezoidal trough, or V-shaped reinforcement rather than the typical horizontal reinforcement. Using alternative shapes could increase the moment-carrying and shear-carrying capacity of slabs while reducing deflection. This is due to the slab acting as a folded plate up to a certain limit because of the reinforcement shape. The document also discusses using this concept with ferrocement slabs to further increase strength with reduced dead load. In conclusion, reinforcement shape affects structural behavior and alternative shapes may provide design and structural benefits over conventional horizontal reinforcement.
PosterPresentation
This document compares the compressive capacity of hollow and concrete-filled columns. It finds that concrete-filled columns have a higher compressive capacity than hollow columns due to the high compressive strength of concrete. Both Eurocode 4 and SAP2000 structural analysis software show that concrete-filled columns experience lower bending moments, shear forces, and maximum resultant forces than hollow columns. While hollow rectangular columns have a greater capacity than circular columns according to Eurocode 4, concrete-filled circular columns have a higher capacity. Overall, both design methods found that concrete-filled square columns have the highest uniaxial compressive capacity.
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This document summarizes an algorithm for anonymizing centralized and distributed social networks through sequential clustering. It presents two variants of an anonymization algorithm that significantly outperform the leading SaNGreeA algorithm. The algorithms are then adapted into secure distributed versions to anonymize networks where data is split between multiple data holders, preserving privacy without revealing links between nodes controlled by other data holders. This is presented as the first study of privacy preservation in distributed social networks.
Automatic four side pneauamtic jack
This document describes a project to design and fabricate a quick lifting jack using pneumatic technology. The jack aims to simplify lifting vehicles for maintenance in small auto garages. It uses a pneumatic cylinder connected to a solenoid valve to lift vehicles smoothly without impact. When the solenoid valve is activated, pressurized air enters the cylinder to push the piston up and lift the vehicle. The jack offers advantages over manual jacks like easier loading and maintenance but also has higher costs and maintenance needs. It is well suited for lifting small vehicles commonly found in auto garages.
David Anderson Resume prof
David Anderson has over 35 years of experience in ministry, business management, marketing, public relations, and construction. He has served as Senior Pastor for several large congregations and helped eliminate over $10 million in debt from one 900-member parish. He has also held executive roles in manufacturing, banking, radio sales, and publishing. Anderson has authored eight books, edited a monthly district news publication for 27 years, and earned degrees in English, Philosophy, and Theology.
Generation Z
Generation Z will soon make up a large portion of the workforce as they enter their careers. A survey of Gen Z college students found that within five years:
- 32% expect to be managing employees in a corporate environment.
- 24% expect to be advancing in their careers but not yet in management.
- 20% want to start their own businesses.
Gen Z expects to work harder than previous generations to have fulfilling careers and over half expect to work into their 70s due to economic uncertainties they witnessed. They value skills like listening, teamwork, and problem-solving and want ongoing training from their employers.
Prodcution report
The document outlines the schedule and logistics for a shoot day on February 16th 2016 in London. It includes the following:
- A meeting at 10:15am outside Enfield Town station with Eva, Ellen, Aimee and 3 others to ensure equipment is ready.
- Filming scenes at Liverpool Street station from 11am-1pm requiring a crew of 5 and use of camera equipment and props.
- Filming exterior scenes at the station from 1-1:30pm and street scenes from 1:30-2:15pm with a crew of 5-6 and public.
- Filming in a coffee shop from 2:15-2:45pm with a crew of 3 and
Android t-drive enhancing driving directions with taxi drivers’ intelligence
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Investigacion
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Hexacharge secondo pitch Contamination Lab Cagliari 2016 3°edizione
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El documento describe una historia futurista en el siglo XXI donde una corporación crea robots llamados Nexus 6 que son idénticos a los humanos pero más fuertes y ágiles. Los replicantes trabajan como esclavos fuera de la Tierra pero son desterrados luego de una rebelión. Los Blade Runners cazan y matan a los replicantes que aparecen en la Tierra. El documento también lista escenas clave de la historia.
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This document lists 35 potential mini project titles related to fabrication of various hydraulic, pneumatic, and mechanical devices. The titles include projects for fabrication of hydraulic and pneumatic bending machines, presses, cutters, and other tools. Additional projects propose fabrication of bicycle, jack, and stand designs as well as automatic machines for sealing, cutting, sawing, and opening doors. Further titles outline power generators that could be activated by wind, foot pressure, speed bumps, or rain.
Nestor resume 3
Nestor Roman Ortega-cortez has experience as a professor at multiple institutions. He has taught courses in medical terminology, anatomy, physiology, microbiology, and biology. His duties included teaching the structure and functions of the human body systems, medical terminology, and basic principles of microorganisms. He received his Bachelor's in Biological Science from Florida Atlantic University and his Doctorate in Medicine from Universidad central del Ecuador.
57985193 concrete-silo-design
This document provides the standard practice for designing and constructing concrete silos and stacking tubes for storing granular materials. It covers materials, design, and construction requirements. The standard addresses unique loading conditions for silos from different material flow patterns and seismic activity. It includes provisions for cast-in-place, precast, conventionally reinforced, and post-tensioned silo construction. The standard also covers design of hopper bottoms, columns, foundations, and stacking tubes.
9 ch 2 literature review
The document reviews literature on the optimization of steel frames, moment resisting frames, and buckling restrained braced frames. It discusses several past studies that used optimization techniques and linear/nonlinear analysis methods to minimize weight and seismic response of steel structures. Key findings from experimental testing of buckling restrained braces are also summarized, including the importance of ensuring a ratio of tube buckling strength to core yield strength above 1.5 to prevent global buckling.
211 ce2236
This document is a thesis submitted by Padmakar Maddala to the National Institute of Technology in Rourkela, India in partial fulfillment of the requirements for a Master of Technology degree in Structural Engineering. The thesis investigates the seismic performance of steel frames with different bracing arrangements (D, K, and V types) using nonlinear static pushover analysis. It includes chapters on pushover analysis methodology, structural modeling, the seismic behavior of steel frames with various bracings based on pushover results, and conclusions. The thesis advisor is Prof. U.K. Mishra of the Department of Civil Engineering.
Final paper for thesis on Steel tubular column
This thesis paper was completed by myself at the time of my Graduation in Civil Engineering from RUET. I am now publishing this paper so that it could help someone and they can run the further implementation of the future scope of this paper.
Analysis and Design of PSC post te girder
1. The document discusses a project presentation on analyzing the effect of mix concrete on cold joints in prestressed girder bridges using finite element modeling. Cold joints form due to interruptions during concrete casting and can reduce structural integrity.
2. The objectives are to minimize stress concentrations at cold joints, determine the strength of remixed concrete grades M40-M50, and analyze deck slabs using ANSYS for conventional and remixed concrete.
3. The proposed methodology includes selecting element types, defining material properties, modeling geometry, meshing, applying loads, and discussing results. Tests will evaluate compressive strength, beam deflection, and cable profiles.
Analysis and Design of Post tensioned girder
1. The document discusses a project presentation on analyzing the effect of mix concrete on cold joints in prestressed girder bridges using finite element modeling. Cold joints form due to interruptions during concrete casting and can reduce structural integrity.
2. The objectives are to minimize stress concentrations at cold joints, determine the strength of remixed concrete grades from M40-M50, and analyze deck slabs using ANSYS for conventional and remixed concrete.
3. The proposed methodology includes selecting element types, defining material properties, modeling geometry, meshing, applying loads, and discussing results. Tests will evaluate compressive strength, beam deflection, and cable profiles.
B371116
International Advance Journal of Engineering Research (IAJER) is a double blind peer reviewed, open access journal published by (IAJER).
The Structural Behaviour of Concrete Filled Steel Tubular columns
This document describes a study comparing the structural behavior of concrete-filled steel tubular columns made with different steel materials through numerical analysis and experimental testing. Six column specimens were tested - two each made with stainless steel, mild steel, and cold-formed steel tubes. Both short and long columns were analyzed. The numerical analysis found that stainless steel columns had the highest load-carrying capacity. The experimental results supported this, with stainless steel columns outperforming the other materials. There was good agreement between the numerical and experimental load values, with errors generally below 5%. The study concluded that stainless steel provided the best performance for concrete-filled steel tubular columns subjected to axial loads.
Dk25664666
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
Investigate the Use of Shear Walls in Concrete Structures, Considering the Ex...
Buildings with cast-in-situ reinforced concrete shear walls are widespread in manyearthquake-prone countries and regions, such as Canada, Chile, Iran, Romania, Turkey, Colombia, the republics of the former Soviet Union, etc. This type of construction hasbeen practiced since the 1960s in urban regions for medium- to high-rise buildings(4 to 35 stories high). Shear wall buildings are usually regular in plan and in elevation.However, in some buildings, lower floors are used for commercial purposes and thebuildings are characterized with larger plan dimensions at those floors.In this paper, an overview of the various studies conducted on shear walls, Such asExperimental dynamic tests,finite element model, Rocking behavior and nonlinear modeling. So, in the future, the development of FE models of complete buildings will be studied. In the case of a building with several stories, the simplified model of shear wall should be able to account for the overturning phenomenon (the refined model already can). In the case of a single story structure, the main outlook of this work is obviously the development of a FE model and its confrontation to experimental data, which is currently ongoing research.
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Generation Z will soon make up a large portion of the workforce as they enter their careers. A survey of Gen Z college students found that within five years:
- 32% expect to be managing employees in a corporate environment.
- 24% expect to be advancing in their careers but not yet in management.
- 20% want to start their own businesses.
Gen Z expects to work harder than previous generations to have fulfilling careers and over half expect to work into their 70s due to economic uncertainties they witnessed. They value skills like listening, teamwork, and problem-solving and want ongoing training from their employers.
Prodcution report
The document outlines the schedule and logistics for a shoot day on February 16th 2016 in London. It includes the following:
- A meeting at 10:15am outside Enfield Town station with Eva, Ellen, Aimee and 3 others to ensure equipment is ready.
- Filming scenes at Liverpool Street station from 11am-1pm requiring a crew of 5 and use of camera equipment and props.
- Filming exterior scenes at the station from 1-1:30pm and street scenes from 1:30-2:15pm with a crew of 5-6 and public.
- Filming in a coffee shop from 2:15-2:45pm with a crew of 3 and
Android t-drive enhancing driving directions with taxi drivers’ intelligence
This paper presents a smart driving direction system that leverages taxi drivers' intelligence and experience. GPS-equipped taxis act as mobile sensors to model the dynamic traffic patterns of a city. A time-dependent landmark graph models traffic patterns and experienced drivers' route choices to provide users with the practically fastest route to a destination at a given departure time. A clustering approach estimates travel times between landmarks in different time slots. A two-stage routing algorithm then computes a customized, practically fastest route for the user based on this graph and real-world trajectory data from over 33,000 taxis over three months. Evaluation found that 60-70% of routes suggested were faster than alternatives, with 20% sharing results, and on average routes
Android exploiting ubiquitous data collection for mobile users in wireless s...
ECWAY Technologies provides IEEE projects and software developments with offices located across multiple cities in Tamil Nadu, India. Their contact information and website are provided.
The document discusses exploiting ubiquitous data collection for mobile users in wireless sensor networks. It proposes a novel approach for mobile users to collect network-wide data where the routing structure is additively updated as the user moves. Analysis shows the approach is scalable, efficient, and provides continuous data delivery during movement. The protocol was implemented and tested on a 49-node testbed and simulations examined its efficiency and scalability under varied settings.
Investigacion
El documento describe un estudio observacional de 18 pacientes que recibieron videolaparoscopia de urgencia para trauma abdominal en un hospital entre 2006-2007. La mayoría de los pacientes eran hombres jóvenes con heridas abiertas. La ecografía y punción abdominal fueron los métodos diagnósticos más usados. La videolaparoscopia fue negativa en algunos pacientes y diagnosticó violación peritoneal simple en otros. El hígado fue el órgano más comúnmente lesionado. La estadía hospitalaria promedio fue menor para aquellos que recibieron vide
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Hexacharge è una base di ricarica wireless modulare componibile, che consente di ricaricare sino a 12 smartphone con un unico alimentatore.
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El documento describe una historia futurista en el siglo XXI donde una corporación crea robots llamados Nexus 6 que son idénticos a los humanos pero más fuertes y ágiles. Los replicantes trabajan como esclavos fuera de la Tierra pero son desterrados luego de una rebelión. Los Blade Runners cazan y matan a los replicantes que aparecen en la Tierra. El documento también lista escenas clave de la historia.
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This document lists 35 potential mini project titles related to fabrication of various hydraulic, pneumatic, and mechanical devices. The titles include projects for fabrication of hydraulic and pneumatic bending machines, presses, cutters, and other tools. Additional projects propose fabrication of bicycle, jack, and stand designs as well as automatic machines for sealing, cutting, sawing, and opening doors. Further titles outline power generators that could be activated by wind, foot pressure, speed bumps, or rain.
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Nestor Roman Ortega-cortez has experience as a professor at multiple institutions. He has taught courses in medical terminology, anatomy, physiology, microbiology, and biology. His duties included teaching the structure and functions of the human body systems, medical terminology, and basic principles of microorganisms. He received his Bachelor's in Biological Science from Florida Atlantic University and his Doctorate in Medicine from Universidad central del Ecuador.
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Similar to Civil 2013 titles
57985193 concrete-silo-design
This document provides the standard practice for designing and constructing concrete silos and stacking tubes for storing granular materials. It covers materials, design, and construction requirements. The standard addresses unique loading conditions for silos from different material flow patterns and seismic activity. It includes provisions for cast-in-place, precast, conventionally reinforced, and post-tensioned silo construction. The standard also covers design of hopper bottoms, columns, foundations, and stacking tubes.
9 ch 2 literature review
The document reviews literature on the optimization of steel frames, moment resisting frames, and buckling restrained braced frames. It discusses several past studies that used optimization techniques and linear/nonlinear analysis methods to minimize weight and seismic response of steel structures. Key findings from experimental testing of buckling restrained braces are also summarized, including the importance of ensuring a ratio of tube buckling strength to core yield strength above 1.5 to prevent global buckling.
211 ce2236
This document is a thesis submitted by Padmakar Maddala to the National Institute of Technology in Rourkela, India in partial fulfillment of the requirements for a Master of Technology degree in Structural Engineering. The thesis investigates the seismic performance of steel frames with different bracing arrangements (D, K, and V types) using nonlinear static pushover analysis. It includes chapters on pushover analysis methodology, structural modeling, the seismic behavior of steel frames with various bracings based on pushover results, and conclusions. The thesis advisor is Prof. U.K. Mishra of the Department of Civil Engineering.
Final paper for thesis on Steel tubular column
This thesis paper was completed by myself at the time of my Graduation in Civil Engineering from RUET. I am now publishing this paper so that it could help someone and they can run the further implementation of the future scope of this paper.
Analysis and Design of PSC post te girder
1. The document discusses a project presentation on analyzing the effect of mix concrete on cold joints in prestressed girder bridges using finite element modeling. Cold joints form due to interruptions during concrete casting and can reduce structural integrity.
2. The objectives are to minimize stress concentrations at cold joints, determine the strength of remixed concrete grades M40-M50, and analyze deck slabs using ANSYS for conventional and remixed concrete.
3. The proposed methodology includes selecting element types, defining material properties, modeling geometry, meshing, applying loads, and discussing results. Tests will evaluate compressive strength, beam deflection, and cable profiles.
Analysis and Design of Post tensioned girder
1. The document discusses a project presentation on analyzing the effect of mix concrete on cold joints in prestressed girder bridges using finite element modeling. Cold joints form due to interruptions during concrete casting and can reduce structural integrity.
2. The objectives are to minimize stress concentrations at cold joints, determine the strength of remixed concrete grades from M40-M50, and analyze deck slabs using ANSYS for conventional and remixed concrete.
3. The proposed methodology includes selecting element types, defining material properties, modeling geometry, meshing, applying loads, and discussing results. Tests will evaluate compressive strength, beam deflection, and cable profiles.
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This document describes a study comparing the structural behavior of concrete-filled steel tubular columns made with different steel materials through numerical analysis and experimental testing. Six column specimens were tested - two each made with stainless steel, mild steel, and cold-formed steel tubes. Both short and long columns were analyzed. The numerical analysis found that stainless steel columns had the highest load-carrying capacity. The experimental results supported this, with stainless steel columns outperforming the other materials. There was good agreement between the numerical and experimental load values, with errors generally below 5%. The study concluded that stainless steel provided the best performance for concrete-filled steel tubular columns subjected to axial loads.
Dk25664666
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
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International Journal of Engineering Research and Development is an international premier peer reviewed open access engineering and technology journal promoting the discovery, innovation, advancement and dissemination of basic and transitional knowledge in engineering, technology and related disciplines.
We follow "Rigorous Publication" model - means that all articles appear on IJERD after full appraisal, effectiveness, legitimacy and reliability of research content. International Journal of Engineering Research and Development publishes papers online as well as provide hard copy of Journal to authors after publication of paper. It is intended to serve as a forum for researchers, practitioners and developers to exchange ideas and results for the advancement of Engineering & Technology.
www.ijerd.com
International Journal of Engineering Research and Development is an international premier peer reviewed open access engineering and technology journal promoting the discovery, innovation, advancement and dissemination of basic and transitional knowledge in engineering, technology and related disciplines.
We follow "Rigorous Publication" model - means that all articles appear on IJERD after full appraisal, effectiveness, legitimacy and reliability of research content. International Journal of Engineering Research and Development publishes papers online as well as provide hard copy of Journal to authors after publication of paper. It is intended to serve as a forum for researchers, practitioners and developers to exchange ideas and results for the advancement of Engineering & Technology.
IJERD(www.ijerd.com)International Journal of Engineering Research and Develop...
- The document analyzes pushover analysis of unstiffened steel plate shear walls (SPSW) with different plate thicknesses and frame configurations using ANSYS software.
- Three sets of SPSW models are analyzed: models with rigid frames and pinned connections (RB), models with non-rigid frames and pinned connections (NRB), and models with non-rigid frames and moment connections (M).
- Results show the ultimate lateral load capacity of SPSW increases linearly with increasing plate thickness for RB models. The initial stiffness also increases linearly with plate thickness. Frame member stiffness does not significantly impact capacity until tearing of the plate occurs.
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Finite ElementAnalysis of Doubly Curved Thin Concrete Shells
thin shell is a “Three-dimensional spatial structure made up of one or more curved surfaces whose
thickness is small compared to their other dimensions”. Shells belong to the class of stressed skin structures which,
because of their geometry and small flexural rigidity of the skin, tend to carry loads primarily by direct stresses acting in
their plane. The shells are subjected to pure membrane state of stress, under appropriate loading and boundary
condition the resulting bending and twisting moments are either zero or small which may be neglected. The coordinates
of funicular shells are determined by masonry mould method by developing a computer program. In this study doubly
curved thin shells are analysed using finite element software SAP 2000. Doubly curved shells which are in square plan
having 10mX10m and 15mX15m are considered and shells in rectangular plan having dimensions 10mX15m
and 15mX20m are considered. The behavior of shells under self-weight, live load varying from 0-20KN/m (UDL) is
obtained. In this case study deflection curves, membrane stress and stress contour diagram are obtained. It is observed
that with the increase in rise and thickness of funicular shell the deflection are reduced. The membrane stresses
decreases with the increase in rise and thickness of concrete funicular shell. The aim of this study is to develop shells of
different sizes and investigation is done on the shells by finite element analysis under given uniformly distributed load,
to find out the behavior of shells in various cases using standard software, Structural Analysis Package (SAP 2000).
ANALYSIS OF HIGH RISE SILO ON THE BASIS OF DIFFERENT LOAD WITH SHEAR WALL
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Civil 2013 titles
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Civil 2013 titles
- 1. CIVIL 2013 TITLES 1. STATIC STRUCTURAL ANALYSIS OF A BEAM WITH TRUSS BARS OF A BUILDING 2. ANALYSIS OF LARGE SPACE TRUSSES SUBJECTED TO THERMAL LOADING IN SPACE ENVIRONMENT 3. STRUCTURAL ANALYSIS OF SWAY CARRIAGE 4. DEFLECTION ANALYSIS OF AUDITORIUM SEATING 5. STRUCTURAL ANALYSIS OF A TEMPORARY ACCESS PLATFORM 6. BLAST VENT PANEL EXPLICIT DYNAMICS ANALYSIS 7. DYNAMIC LIFT ANALYSIS 8. FINITE ELEMENT ANALYSIS OF GRAVITY DAM USING ANSYS 9. WALL BLAST ANALYSIS 10. ANALYSIS OF COLD FORM STEEL PURLIN 11. STRUCTURAL ANALYSIS OF REINFORCED CONCRETE BEAM AND SOLID BEAM FOR VARIOUS LOADS 12. COMPARATIVE ANALYSIS OF U-TYPE, H-TYPE, C-TYPE ROLLED STEEL BEAMS 13. STRUCTURAL ANALYSIS OF A BEAM WITH VARYING LOADS AND BOUNDARY CONDITIONS 14. ANALYSIS OF STEEL STORAGE RACK COLUMNS 15. COMPARISON ANALYSIS OF VARIOUS TYPES OF CONVENTIONAL BRIDGES USED IN CIVIL STRUCTURE