[PDF] Top 20 Theoretical assessment of progressive collapse capacity of reinforced concrete structures
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Theoretical assessment of progressive collapse capacity of reinforced concrete structures
... Abstract: Progressive collapse behaviour of reinforced concrete structures requires consideration of material and geometric nonlinearity, concrete crushing and rebar ...against ... See full document
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PROGRESSIVE COLLAPSE ASSESSMENT OF REINFORCED CONCRETE FRAMED STRUCTURE
... A G+12 Earthquake resistant RC framed structure is designed and analysed according to IS codes with the software ETABS. It is a square building with symmetry about both the axis. Such buildings are generally designed for ... See full document
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Assessment for the Progressive Collapse of Moment Resisting Frame Structures Using a Practiced-Oriented Method
... The collapse of Ronan Point Tower in 1968 was due to structural engineering ...the collapse of columns supported by girders and floor ar- eas supported by damaged ...on reinforced concrete ... See full document
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Vulnerability Assessment Of Reinforced Concrete Columns Subjected To Blast Attacks
... for Structures program. Based on this case study of 12 stories reinforced concrete structure with solid slab floor system, it can be concluded that: The standoff distance (width of the sidewalks) is ... See full document
10
1. Analysis of reinforced concrete building under progressive collapse
... engineering structures can be subjected to loads due to natural disasters like earthquakes, hurricanes, tornadoes, floods, fires and man-made and artificial disasters, such as explosion and impact, during their ... See full document
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Progressive Collapse of Exterior Reinforced Concrete Beam–Column Sub-assemblages: Considering the Effects of a Transverse Frame
... of reinforced concrete frames in order to understand mechanisms that resist progressive ...numerical assessment is performed to investigate the effects of transverse beams on the ... See full document
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Assessment of Progressive Collapse on a Reinforced Concrete Framed Building
... demand capacity of the member is determined, check for DCR of a member exceeds the acceptance criteria in shear and flexure, the member is considered as ...for progressive collapse of building is ... See full document
6
Span Length Effects on the Progressive Collapse Behaviour in Concrete Structures
... general collapse of structures are extremely able to cause great casualties and financial ...of structures after losing primary elements is of great importance to prevent the structural ...the ... See full document
11
Progressive collapse resisting mechanisms of reinforced concrete structures
... CAA capacity was 17.1% - 21.4 % larger than flexural capacity calculated based on the plastic hinge ...resisting capacity was increased by up to ... See full document
23
Experimental and theoretical evaluation of progressive collapse capacity of reinforced concrete framed structures
... In 2008, (Bao et al., 2008) conducted a numerical simulation of two prototype buildings to study the potential for progressive collapse of RC framed structures under CRS. A macro-model based approach ... See full document
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Modelling Progressive Collapse in Steel Structures
... near-total) collapse of the structure. For partial collapse as a result of a hazard, an approach similar to that used in earthquake engineering loss estimation studies may be appropriate: where the cost of ... See full document
453
The implementation of building information modeling technologies in the training of bachelors and masters at Saint Petersburg Mining University
... load-bearing structures based on the obtained strains, taking into account all regulatory requirements (Ayzenberg and Smirnov 2013; Goldobina, Startseva and Saveliev ... See full document
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Investigating the Effect of Prior Damage on the Post-earthquake Fire Resistance of Reinforced Concrete Portal Frames
... Understanding the structural behavior of buildings becomes more important when a fire occurs after a seismic event, because the fire increases the level of complexity. In general, ‘‘fire-resistance rating’’ is defined as the ... See full document
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Effects of exposure temperature and moisture content on the shear strength of concrete subjected to sustained elevated temperatures up to 300c
... of concrete were the same, while materials and mixture and curing of specimens were ...3 concrete mixes (S-1, S-2, S-3) were tested for compressive and shear strengths after exposure to temperatures up to ... See full document
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Progressive Collapse Analysis of RC Structures
... of progressive collapse in rc frame structure for Different seismic zones” international journal of engineering sciences & research Technology issn: 2277-9655 ... See full document
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Detailed assessment of progressive collapse of steel structure
... Progressive collapse in a structure occurs when structure demise the load carrying capacity to resist the specific demand of earthquake and major structural load carrying members get failed due to ... See full document
5
Seismic Capacity Design and Retrofit of Reinforced Concrete Staggered Wall Structures
... model structures at the point of the maximum strength and at the maximum inter-story drift of ...the capacity-designed structures are similar to each ...model structures at the maximum ... See full document
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Testing and characterization of pultruded glass fiber reinforced polymer (GFRP) beams
... Elastic properties of the fiber reinforced polymer (FRP) composite represent a significant effect on the structural behaviour of this material. Therefore, it is important to use an accurate method to determine ... See full document
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Seismic Damage Assessment of Reinforced Concrete Containment Structures (K565)
... Damage index is introduced for the seismic damage assessment of the containment structure in order to quantify numerically the degree of damage. The concept of damage index can provide the means to quantify damage ... See full document
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Evaluation and Comparison of Response Reduction Factor (R Factor) For RCC Frame Provided with Viscous Damper by Response Spectrum Analysis
... F. Hejazi, J. Noorzaei, M. S. Jaafar and A. A. Abang Abdullah (2009) They have conducted earthquake analysis of RC-framed structures with an added energy dissipation system (viscous dampers). They observed that ... See full document
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