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8/13/2019 Topics seminar topics for civil engineering students
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9970072079
1.Pushover analysiscyclic loading, deterioration effect in RC Moment Frames in
pushover analysis2. RehabilitationEvaluation of drift distribution3. Analysis of large dynamic structure in environment industry4. Theoretical study on High frequency fatigue behavior of concrete5. Seismic analysis of interlocking blocks in walls6. Estimation of marine salts behavior around the bridge structures7. A comparative study on durability of concrete tunnels undertaken in AP irrigation
projects
8. Prefabricated multistory structure, exposure to engineering seismicity9. Shape optimization of Reinforced underground tunnels10.Properties of Fiber Cement Boards for building partitions11.Behavior of RC Structures subjected to blasting12.The use of green materials in the construction of buildings13.Finite element model for double composite beam14.A new composite element for FRP Reinforced Concrete Slab15.Effect of shear lag on anchor bolt tension in a base plate16.Elastic plastic bending, load carrying capacity of steel members17.FE Analysis of lateral buckling of a plate curved in nature18.Green energy and indoor technologies for smart buildings19.Building environmental assessment methodology20.Numerical study on strengthening of composite bridges21.Strengthening effect for RC member under negative bending22.Effect of negative Poissons ratio on bending of RC member
23.Macroeconomic cause within the life cycle of bridges24.Long term deflections of long span bridges25.Structural damage detection in plates using wavelet theories (transforms)
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TYPES AND DESIGN OF STEEL CHIMNEY
The design of steel chimney can be done as two types: Self-supporting steel chimneys Guyed steel chimneys.Self-supporting steel chimneys: When the lateral forces (wind or seismic forces) are transmitted to the foundation
by the cantilever action of the chimney, then the chimney is known as self-supporting chimney. The self-supporting
chimney together with the()
WELDING OF REINFORCEMENTWelding of reinforcement bars is a practical means of developing the force transfer required in many connection.
The following recommendations should be followed when welding reinforcement to avoid damage to the bars and to
provide the required force transfer: Carbon content of the bars should not be more than 0.5 percent. Use only low
hydrogen()
FREE-STANDING RETAINING WALL WITH TYPESFree-standing retaining walls are constructed in an open excavation and the retained soil is backfilled after
construction. Generally free-standing walls are only economically viable on sites where there is sufficient space to
compact the sides of the excavation to stable slope.
PUNCHING SHEARWhat is punching shear? The failure mechanism of structural elements like slabs and foundation etc. by shear, is
called punching shear.
METHODS OF INCREASING STRUCTURAL STIFFNESS
The methods of increasing structural stiffness of tall buildings are by providing central core, shear walls, tubes,
braced frame and double tube. These are discussed in detail below. 1. Central Core: By constructing a central core,
the stiffness of the building is greatly increased. A central core is used to house stairs and lifts and()
LIVE LOADS FOR DIFFERENT BUILDING FLOORSLive loads are different for different buildings and structures. It keeps changing from time to time even on same
structure. Examples for live loads are weight of persons, movable partitions, dust loads, weight of furniture etc.
These loads should be suitable assumed by the designed. It is one of the major loads in structural design.()
BRACED FRAME & MOMENT RESISTING CONNECTIONBraced frames and moment resisting frames are used in building and other structures subjected to lateral loads to
provide stability or collapse will occur. This is particularly obvious for very tall structures where the lateral forces
are the most important design consideration. There are many methods available for stabilizing structures as shown
below. Moment-Resisting Connections:()
ADVANTAGES OF PRE-ENGINEERED BUILDING SYSTEMSThere are many advantages of pre-engineered building systems, but all advantages lead to reduced construction
time. Following are advantages of Pre-Engineered Building Systems: Reduced Construction Time: Due to the
http://theconstructor.org/structural-engg/types-design-of-steel-chimney/980/http://theconstructor.org/structural-engg/types-design-of-steel-chimney/980/http://theconstructor.org/practical-guide/welding-of-reinforcement-bars/7161/http://theconstructor.org/practical-guide/welding-of-reinforcement-bars/7161/http://theconstructor.org/geotechnical/free-standing-retaining-wall-with-types/7140/http://theconstructor.org/geotechnical/free-standing-retaining-wall-with-types/7140/http://theconstructor.org/structural-engg/analysis/punching-shear/6247/http://theconstructor.org/structural-engg/analysis/punching-shear/6247/http://theconstructor.org/structural-engg/methods-of-increasing-structural-stiffness/7077/http://theconstructor.org/structural-engg/methods-of-increasing-structural-stiffness/7077/http://theconstructor.org/structural-engg/live-loads-for-different-building-floors/6993/http://theconstructor.org/structural-engg/live-loads-for-different-building-floors/6993/http://theconstructor.org/structural-engg/braced-frame-moment-resisting-connection/6991/http://theconstructor.org/structural-engg/braced-frame-moment-resisting-connection/6991/http://theconstructor.org/structural-engg/advantages-of-pre-engineered-building-systems/6978/http://theconstructor.org/structural-engg/advantages-of-pre-engineered-building-systems/6978/http://theconstructor.org/structural-engg/advantages-of-pre-engineered-building-systems/6978/http://theconstructor.org/structural-engg/braced-frame-moment-resisting-connection/6991/http://theconstructor.org/structural-engg/live-loads-for-different-building-floors/6993/http://theconstructor.org/structural-engg/methods-of-increasing-structural-stiffness/7077/http://theconstructor.org/structural-engg/analysis/punching-shear/6247/http://theconstructor.org/geotechnical/free-standing-retaining-wall-with-types/7140/http://theconstructor.org/practical-guide/welding-of-reinforcement-bars/7161/http://theconstructor.org/structural-engg/types-design-of-steel-chimney/980/8/13/2019 Topics seminar topics for civil engineering students
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28. Mineral admixtures for high performance concrete
29. Construction safety management
30. Seismic isolation devices
31. Energy dissipation devices for seismic design.
32. Use of polymer composites in bridge rehabilitation
33. Gis, gps and its applications
34. Pile foundation
35. Thermally comfortable passive house for tropical uplands36. Formwork types & design
37. Value engineering
38. Rectification of building tilt
39. Space hotel
40. Green buildings
41. Marine pollution
42. Intelligent transport system
43. Zero energy buildings.
44. Interlinking of rivers
45. Improvement of bearing capacity of sandy soil by grouting
46. Passive solar energy buildings
47. Flexible pavement
48. Glass fiber reinforced concrete
49. Geosynthetics
50. Failure of foundation due to earthquake
51. Silica fume concrete
52. Reservoir induced seismcity
53. Retrofitting using frp laminates
54. Non-destructive testing of concrete
55. Mixed traffic control & behavior continuously reinforced concrete pavement
56. Highway safety
57. Fly-ash concrete pavement
58. Ground improvement technique
59. Golden quadrilateral of india
60. Global warming
61. Skyscrapers
62. Eco- friendly housing
63. Ductility requirements of earthquake resistant reinforced concrete building
64. Disaster management in natural calamities65. Construction challenges for bridges in hilly area
66. Analysis of pre-tensioned concrete girders construction
67. E waste disposal
68. Geojute Febrics - As Soil Stabiliser
69. Construction Equipments
70. Offshore structures
Prn no.1212394756 College Abbrv.:PVPSeat No.: 417 Exam Code :00101FStudent Name: AWASARE VINAYAK GOPALBranch / Subject: .
Subjects Sem. Theory Prctl./Viva Trm-wrk Ext. Total
ADVANCES IN CONCRETE COMPOSITES 1 56 -- 21 -- 77
THEORY OF ELASTICITY AND PLASTICITY 1 -- -- 22 -- 22*
MECHANICS OF STRUCTURES 1 29 -- 22 -- 51*
ADVANCED DESIGN OF CONCRETESTRUCTURES
1 44 -- 22 -- 66
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DYNAMICS OF STRUCTURES 1 47 -- 22 -- 69
SEMINAR I 1 -- -- 41 -- 41
Total Marks Obtained: 326
*indicates Fail.