ºÝºÝߣshows by User: jeyanthi4 / http://www.slideshare.net/images/logo.gif ºÝºÝߣshows by User: jeyanthi4 / Fri, 13 Jan 2017 08:00:52 GMT ºÝºÝߣShare feed for ºÝºÝߣshows by User: jeyanthi4 Calculation of blast loads /slideshow/calculation-of-blast-loads/70976711 calculationofblastloads-170113080052
As we know that in today’s world terrorists’ attacks are common and not a single country is completely safe. High-explosive detonations propagate blast energy in all directions, causing extensive damage to both the target structure and nearby buildings. Structural damage and the glass exposure have been major contributors to death and injury for the targeted buildings. If the structures are properly designed for these abnormal loads damage can be controlled. Within the Indian Standard Codes these types of situations are not dealt with and they need further explanation as the engineers have no guidelines on how to design or evaluate structures for the blast phenomenon for which a detailed understanding of structural behavior as well as effects of different kinds of blast load is required. The calculation of blast load is studied in this report using various parameters.]]>
As we know that in today’s world terrorists’ attacks are common and not a single country is completely safe. High-explosive detonations propagate blast energy in all directions, causing extensive damage to both the target structure and nearby buildings. Structural damage and the glass exposure have been major contributors to death and injury for the targeted buildings. If the structures are properly designed for these abnormal loads damage can be controlled. Within the Indian Standard Codes these types of situations are not dealt with and they need further explanation as the engineers have no guidelines on how to design or evaluate structures for the blast phenomenon for which a detailed understanding of structural behavior as well as effects of different kinds of blast load is required. The calculation of blast load is studied in this report using various parameters.]]> Fri, 13 Jan 2017 08:00:52 GMT /slideshow/calculation-of-blast-loads/70976711 jeyanthi4@slideshare.net(jeyanthi4) Calculation of blast loads jeyanthi4 As we know that in today’s world terrorists’ attacks are common and not a single country is completely safe. High-explosive detonations propagate blast energy in all directions, causing extensive damage to both the target structure and nearby buildings. Structural damage and the glass exposure have been major contributors to death and injury for the targeted buildings. If the structures are properly designed for these abnormal loads damage can be controlled. Within the Indian Standard Codes these types of situations are not dealt with and they need further explanation as the engineers have no guidelines on how to design or evaluate structures for the blast phenomenon for which a detailed understanding of structural behavior as well as effects of different kinds of blast load is required. The calculation of blast load is studied in this report using various parameters. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/calculationofblastloads-170113080052-thumbnail.jpg?width=120&amp;height=120&amp;fit=bounds" /><br> As we know that in today’s world terrorists’ attacks are common and not a single country is completely safe. High-explosive detonations propagate blast energy in all directions, causing extensive damage to both the target structure and nearby buildings. Structural damage and the glass exposure have been major contributors to death and injury for the targeted buildings. If the structures are properly designed for these abnormal loads damage can be controlled. Within the Indian Standard Codes these types of situations are not dealt with and they need further explanation as the engineers have no guidelines on how to design or evaluate structures for the blast phenomenon for which a detailed understanding of structural behavior as well as effects of different kinds of blast load is required. The calculation of blast load is studied in this report using various parameters.
Calculation of blast loads from jeyanthi4
]]> 9486 11 https://cdn.slidesharecdn.com/ss_thumbnails/calculationofblastloads-170113080052-thumbnail.jpg?width=120&height=120&fit=bounds presentation Black http://activitystrea.ms/schema/1.0/post http://activitystrea.ms/schema/1.0/posted 0 Non linear static pushover analysis /slideshow/non-linear-static-pushover-analysis/70976422 nonlinearstaticpushoveranalysis-170113074827
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means. The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading. ]]>
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means. The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading. ]]> Fri, 13 Jan 2017 07:48:27 GMT /slideshow/non-linear-static-pushover-analysis/70976422 jeyanthi4@slideshare.net(jeyanthi4) Non linear static pushover analysis jeyanthi4 Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means. The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/nonlinearstaticpushoveranalysis-170113074827-thumbnail.jpg?width=120&amp;height=120&amp;fit=bounds" /><br> Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means. The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
Non linear static pushover analysis from jeyanthi4
]]> 11178 5 https://cdn.slidesharecdn.com/ss_thumbnails/nonlinearstaticpushoveranalysis-170113074827-thumbnail.jpg?width=120&height=120&fit=bounds presentation Black http://activitystrea.ms/schema/1.0/post http://activitystrea.ms/schema/1.0/posted 0 Design of G+8 RCC Training Institute & Hostel Block /slideshow/design-of-g8-rcc-training-institute-hostel-block/70973893 designofag8storeidtraininginstitute-170113054802
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 &amp; SP34.]]>
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 &amp; SP34.]]> Fri, 13 Jan 2017 05:48:02 GMT /slideshow/design-of-g8-rcc-training-institute-hostel-block/70973893 jeyanthi4@slideshare.net(jeyanthi4) Design of G+8 RCC Training Institute & Hostel Block jeyanthi4 The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 &amp; SP34. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/designofag8storeidtraininginstitute-170113054802-thumbnail.jpg?width=120&amp;height=120&amp;fit=bounds" /><br> The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 &amp;amp; SP34.
Design of G+8 RCC Training Institute & Hostel Block from jeyanthi4
]]> 1801 5 https://cdn.slidesharecdn.com/ss_thumbnails/designofag8storeidtraininginstitute-170113054802-thumbnail.jpg?width=120&height=120&fit=bounds presentation Black http://activitystrea.ms/schema/1.0/post http://activitystrea.ms/schema/1.0/posted 0 Progressive collapse analysis /slideshow/progressive-collapse-analysis-70973447/70973447 progressivecollapseanalysis-170113052614
Progressive collapse is the result of a localized failure of one or two structural elements that lead to a steady progression of load transfer that exceeds the capacity of other surrounding elements, thus initiating the progression that leads to a total or partial collapse of the structure. The present study is to evaluate the behavior of G+8 reinforced concrete building subjected to potential collapse. The reinforced concrete structure is analyzed by Pushover Analysis using ETABS Software. It shows the maximum storey displacement and a maximum storey drift values of the components are studied. And the potential of the progressive collapse is determined. ]]>
Progressive collapse is the result of a localized failure of one or two structural elements that lead to a steady progression of load transfer that exceeds the capacity of other surrounding elements, thus initiating the progression that leads to a total or partial collapse of the structure. The present study is to evaluate the behavior of G+8 reinforced concrete building subjected to potential collapse. The reinforced concrete structure is analyzed by Pushover Analysis using ETABS Software. It shows the maximum storey displacement and a maximum storey drift values of the components are studied. And the potential of the progressive collapse is determined. ]]> Fri, 13 Jan 2017 05:26:14 GMT /slideshow/progressive-collapse-analysis-70973447/70973447 jeyanthi4@slideshare.net(jeyanthi4) Progressive collapse analysis jeyanthi4 Progressive collapse is the result of a localized failure of one or two structural elements that lead to a steady progression of load transfer that exceeds the capacity of other surrounding elements, thus initiating the progression that leads to a total or partial collapse of the structure. The present study is to evaluate the behavior of G+8 reinforced concrete building subjected to potential collapse. The reinforced concrete structure is analyzed by Pushover Analysis using ETABS Software. It shows the maximum storey displacement and a maximum storey drift values of the components are studied. And the potential of the progressive collapse is determined. <img style="border:1px solid #C3E6D8;float:right;" alt="" src="https://cdn.slidesharecdn.com/ss_thumbnails/progressivecollapseanalysis-170113052614-thumbnail.jpg?width=120&amp;height=120&amp;fit=bounds" /><br> Progressive collapse is the result of a localized failure of one or two structural elements that lead to a steady progression of load transfer that exceeds the capacity of other surrounding elements, thus initiating the progression that leads to a total or partial collapse of the structure. The present study is to evaluate the behavior of G+8 reinforced concrete building subjected to potential collapse. The reinforced concrete structure is analyzed by Pushover Analysis using ETABS Software. It shows the maximum storey displacement and a maximum storey drift values of the components are studied. And the potential of the progressive collapse is determined.
Progressive collapse analysis from jeyanthi4
]]> 7148 7 https://cdn.slidesharecdn.com/ss_thumbnails/progressivecollapseanalysis-170113052614-thumbnail.jpg?width=120&height=120&fit=bounds presentation Black http://activitystrea.ms/schema/1.0/post http://activitystrea.ms/schema/1.0/posted 0 https://public.slidesharecdn.com/v2/images/profile-picture.png https://cdn.slidesharecdn.com/ss_thumbnails/calculationofblastloads-170113080052-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/calculation-of-blast-loads/70976711 Calculation of blast l... https://cdn.slidesharecdn.com/ss_thumbnails/nonlinearstaticpushoveranalysis-170113074827-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/non-linear-static-pushover-analysis/70976422 Non linear static push... https://cdn.slidesharecdn.com/ss_thumbnails/designofag8storeidtraininginstitute-170113054802-thumbnail.jpg?width=320&height=320&fit=bounds slideshow/design-of-g8-rcc-training-institute-hostel-block/70973893 Design of G+8 RCC Trai...