Submit Search
Upload
Is 3370 part 2 latest
•
1 like
•
765 views
Mohd Danish
Follow
Report
Share
Report
Share
1 of 14
Download now
Download to read offline
Recommended
RVS: Lecture ppt
RVS: Lecture ppt
Mohd Danish
Sp34 str detailing
Sp34 str detailing
Mohd Danish
Is 3370 part 1 latest
Is 3370 part 1 latest
Mohd Danish
2000 magenes a method for pushover analysis in seismic asesment of masonry bu...
2000 magenes a method for pushover analysis in seismic asesment of masonry bu...
Juan Carlos Jiménez Pacheco
Vulnerability assessment
Vulnerability assessment
Gouri Prasad
875 4
875 4
Mohd Danish
Fema 240
Fema 240
Mohd Danish
875 1
875 1
Mohd Danish
Recommended
RVS: Lecture ppt
RVS: Lecture ppt
Mohd Danish
Sp34 str detailing
Sp34 str detailing
Mohd Danish
Is 3370 part 1 latest
Is 3370 part 1 latest
Mohd Danish
2000 magenes a method for pushover analysis in seismic asesment of masonry bu...
2000 magenes a method for pushover analysis in seismic asesment of masonry bu...
Juan Carlos Jiménez Pacheco
Vulnerability assessment
Vulnerability assessment
Gouri Prasad
875 4
875 4
Mohd Danish
Fema 240
Fema 240
Mohd Danish
875 1
875 1
Mohd Danish
875 2
875 2
Mohd Danish
IS 875 5
IS 875 5
Mohd Danish
Proceedings International Conference on Trends and Challenges in Concrete Structures Ghaziabad, UP, India December 19-21, 2013 organised by ICI
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
Mohd Danish
Is 2185 1 1979(2003)
Is 2185 1 1979(2003)
Mohd Danish
Simplified Guideline for All New Buildings in the Seismic Zone IV of India
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
Mohd Danish
Rapid visual screening of critical facilities in the Kingston Metropolit
Rapid visual screening of critical facilities in the Kingston Metropolit
Christopher Gayle M.Eng
IS 875 3
IS 875 3
Mohd Danish
Simplified Guideline for All New Buildings in the Seismic Zone V of India
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
Mohd Danish
Proceedings-International Conference on Trends and challenges in Concrete Structures Ghaziabad, UP, India December 19-21, 2013 organised by ICI
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
Mohd Danish
1893 1
1893 1
Mohd Danish
Sp20 masonry design_and_construction
Sp20 masonry design_and_construction
Mohd Danish
Sp16 latest
Sp16 latest
Mohd Danish
Tigre et Jambons
Tigre et Jambons
nadia-vraie Nom de famille
Appartement de notre petit enfant.
Appartement
Appartement
Frederic HELAINE
02 balafon octobre 2011
02 balafon octobre 2011
SERSO San Viator
Enfantsdailleurs nx powerlite
Enfantsdailleurs nx powerlite
nadia-vraie Nom de famille
Voici l'introduction d'une formation sur la réputation numérique, la veille et le web 2.0, animée en juin 2010 à Casablanca. Cette formation était organisée par la Cabinet Consultor, et animée par Jérôme Bondu du cabinet Inter-Ligere.
E reputation
E reputation
Inter-Ligere
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
Ille & Vilaine Tourisme
www.forodelajusticia.com Los días 20 y 21 de Octubre se celebrará el VII Foro de la Justicia, organizado por Ausbanc en la Fundació Joan i Miró en Palma de Mallorca. Los temas serán los derechos turísticos y financieros, y contará con destacadas personalidades en ambas materias que expondrán los principales retos e innovaciones en los dos ámbitos. El VII Foro de la Justicia, organizado en Palma de Mallorca, pondrá el foco en su primera jornada en los derechos turísticos y numerosos aspectos y retos que enfrenta el sector en el ámbito legal y en el de la innovación. Será la jornada más extensa del evento, durante la cual se explorarán las posibilidades para el desarrollo del sector; alternativas al turismo de calidad –productos de turismo deportivo y celebración de eventos-, se analizarán la estacionalidad del sector, sus efectos y propuestas para eliminarla, y el impacto económico y jurídico del turismo en el comercio minorista, efectuándose un análisis comparativo con otras regiones. La reconversión de espacios turísticos y planta hotelera y sus perspectivas de futuro cerrarán la primera mesa del día que se ocupa del turismo para el desarrollo y las nuevas formas de hacer turismo
VII FORO DE LA JUSTICIA ( Programa )
VII FORO DE LA JUSTICIA ( Programa )
Ausbanc Asociación
Sante plan alzheimer-08-12
Sante plan alzheimer-08-12
LECREURER
This code is for the Earthquake resistant design of structures
IS 1893:1984
IS 1893:1984
Mohd Danish
Flood frequency and its magnitude are essential for the proper design of hydraulics structures such as bridges, spillways, culverts, waterways, roads, railways, flood control structures and urban drainage systems. Since, flood is a very complex natural event depending upon characteristics of catchment, rainfall conditions and various other factors, thus its analytical modelling is very difficult to pursue. Recently, artificial intelligence techniques such as gene expression programming (GEP), artificial neural network (ANN) etc. have been found to be efficient in modelling complex problems in hydraulic engineering. The performance of GEP model has been reported to be better than that of the ANN. Moreover, GEP provides mathematical equation which makes it more superior over other soft computing techniques that do not give any analytical mathematical equation. Therefore, in present study, GEP is implemented in flood frequency analysis for typical Indian river gauging station. The results obtained in the present study are highly promising and suggest that GEP modelling is a versatile technique and represents an improved alternative to the more conventional approach for the flood frequency analysis.
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
Mohd Danish
More Related Content
Viewers also liked
875 2
875 2
Mohd Danish
IS 875 5
IS 875 5
Mohd Danish
Proceedings International Conference on Trends and Challenges in Concrete Structures Ghaziabad, UP, India December 19-21, 2013 organised by ICI
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
Mohd Danish
Is 2185 1 1979(2003)
Is 2185 1 1979(2003)
Mohd Danish
Simplified Guideline for All New Buildings in the Seismic Zone IV of India
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
Mohd Danish
Rapid visual screening of critical facilities in the Kingston Metropolit
Rapid visual screening of critical facilities in the Kingston Metropolit
Christopher Gayle M.Eng
IS 875 3
IS 875 3
Mohd Danish
Simplified Guideline for All New Buildings in the Seismic Zone V of India
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
Mohd Danish
Proceedings-International Conference on Trends and challenges in Concrete Structures Ghaziabad, UP, India December 19-21, 2013 organised by ICI
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
Mohd Danish
1893 1
1893 1
Mohd Danish
Sp20 masonry design_and_construction
Sp20 masonry design_and_construction
Mohd Danish
Sp16 latest
Sp16 latest
Mohd Danish
Tigre et Jambons
Tigre et Jambons
nadia-vraie Nom de famille
Appartement de notre petit enfant.
Appartement
Appartement
Frederic HELAINE
02 balafon octobre 2011
02 balafon octobre 2011
SERSO San Viator
Enfantsdailleurs nx powerlite
Enfantsdailleurs nx powerlite
nadia-vraie Nom de famille
Voici l'introduction d'une formation sur la réputation numérique, la veille et le web 2.0, animée en juin 2010 à Casablanca. Cette formation était organisée par la Cabinet Consultor, et animée par Jérôme Bondu du cabinet Inter-Ligere.
E reputation
E reputation
Inter-Ligere
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
Ille & Vilaine Tourisme
www.forodelajusticia.com Los días 20 y 21 de Octubre se celebrará el VII Foro de la Justicia, organizado por Ausbanc en la Fundació Joan i Miró en Palma de Mallorca. Los temas serán los derechos turísticos y financieros, y contará con destacadas personalidades en ambas materias que expondrán los principales retos e innovaciones en los dos ámbitos. El VII Foro de la Justicia, organizado en Palma de Mallorca, pondrá el foco en su primera jornada en los derechos turísticos y numerosos aspectos y retos que enfrenta el sector en el ámbito legal y en el de la innovación. Será la jornada más extensa del evento, durante la cual se explorarán las posibilidades para el desarrollo del sector; alternativas al turismo de calidad –productos de turismo deportivo y celebración de eventos-, se analizarán la estacionalidad del sector, sus efectos y propuestas para eliminarla, y el impacto económico y jurídico del turismo en el comercio minorista, efectuándose un análisis comparativo con otras regiones. La reconversión de espacios turísticos y planta hotelera y sus perspectivas de futuro cerrarán la primera mesa del día que se ocupa del turismo para el desarrollo y las nuevas formas de hacer turismo
VII FORO DE LA JUSTICIA ( Programa )
VII FORO DE LA JUSTICIA ( Programa )
Ausbanc Asociación
Sante plan alzheimer-08-12
Sante plan alzheimer-08-12
LECREURER
Viewers also liked
(20)
875 2
875 2
IS 875 5
IS 875 5
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
SEISMIC PERFORMANCE OF RC BUILDINGS WITH SHEAR WALL
Is 2185 1 1979(2003)
Is 2185 1 1979(2003)
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
Rapid visual screening of critical facilities in the Kingston Metropolit
Rapid visual screening of critical facilities in the Kingston Metropolit
IS 875 3
IS 875 3
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EARTHQUAKE SAFE CONSTRUCTION OF MASONRY BUILDINGS
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
EFFECT OF STAIRCASE ON RC FRAME STRUCTURES UNDER SEISMIC LOAD
1893 1
1893 1
Sp20 masonry design_and_construction
Sp20 masonry design_and_construction
Sp16 latest
Sp16 latest
Tigre et Jambons
Tigre et Jambons
Appartement
Appartement
02 balafon octobre 2011
02 balafon octobre 2011
Enfantsdailleurs nx powerlite
Enfantsdailleurs nx powerlite
E reputation
E reputation
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
Atelier B1 clés du succès pour réussir stratégie web - mediaveille
VII FORO DE LA JUSTICIA ( Programa )
VII FORO DE LA JUSTICIA ( Programa )
Sante plan alzheimer-08-12
Sante plan alzheimer-08-12
More from Mohd Danish
This code is for the Earthquake resistant design of structures
IS 1893:1984
IS 1893:1984
Mohd Danish
Flood frequency and its magnitude are essential for the proper design of hydraulics structures such as bridges, spillways, culverts, waterways, roads, railways, flood control structures and urban drainage systems. Since, flood is a very complex natural event depending upon characteristics of catchment, rainfall conditions and various other factors, thus its analytical modelling is very difficult to pursue. Recently, artificial intelligence techniques such as gene expression programming (GEP), artificial neural network (ANN) etc. have been found to be efficient in modelling complex problems in hydraulic engineering. The performance of GEP model has been reported to be better than that of the ANN. Moreover, GEP provides mathematical equation which makes it more superior over other soft computing techniques that do not give any analytical mathematical equation. Therefore, in present study, GEP is implemented in flood frequency analysis for typical Indian river gauging station. The results obtained in the present study are highly promising and suggest that GEP modelling is a versatile technique and represents an improved alternative to the more conventional approach for the flood frequency analysis.
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
Mohd Danish
The scour modelling in cohesive beds is relatively more complex than that in sandy beds and thus there is limited number of studies available on local scour at bridge abutments on cohesive sediment. Recently, a good progress has been made in the development of data-driven techniques based on artificial intelligence (AI). It has been reported that AI-based inductive modelling techniques are frequently used to model complex process due to their powerful and non-linear model structures and their increased capabilities to capture the cause and effect relationship of such complex processes. Gene Expression Programming (GEP) is one of the AI techniques that have emerged as a powerful tool in modelling complex phenomenon into simpler chromosomal architecture. This technique has been proved to be more accurate and much simpler than other AI tools. In the present study, an attempt has been made to implement GEP for the development of scour depth prediction model at bridge abutments in cohesive sediments using laboratory data available in literature. The present study reveals that the performance of GEP is better than nonlinear regression model for the prediction of scour depth at abutments in cohesive beds.
Prediction of scour depth at bridge abutments in cohesive bed using gene expr...
Prediction of scour depth at bridge abutments in cohesive bed using gene expr...
Mohd Danish
Accurate and reliable estimation of the scour depth at a bridge pier is essential for the safe and economical design of the bridge foundation. The phenomenon of scour at the pier placed on sediments is extremely complex in nature. Only a limited number of studies have been reported on local scour around bridge piers in cohesive sediment mainly due to the fact that scour modeling in cohesive beds is relatively more complex than that in sandy beds. Recent research has made good progress in the development of data-driven technique based on artificial intelligence (AI). It has been reported that AI-based inductive modeling techniques are frequently used to model complex process due to their powerful and non-linear model structures and their increased capabilities to capture the cause and effect relationship of such complex processes. Gene Expression Programming (GEP) is one of the AI techniques that have emerged as a powerful tool in modeling complex phenomenon into simpler chromosomal architecture. This technique has been proved to be more accurate and much simpler than other AI tools. In the present study, an attempt has been made to implement GEP for the development of scour depth prediction model at bridge piers in cohesive sediments using laboratory data available in literature. The present study reveals that the performance of GEP is better than nonlinear regression model for the prediction of scour depth at piers in cohesive beds
Scour prediction at bridge piers in cohesive bed using gene expression progra...
Scour prediction at bridge piers in cohesive bed using gene expression progra...
Mohd Danish
EXPLANATORY HANDBOOK ON CODES,FOREARTHQUAKE ENGINEERING
Sp22
Sp22
Mohd Danish
Seismic Conceptual Design of Buildings
Seismic Conceptual Design of Buildings
Mohd Danish
Fema 254
Fema 254
Mohd Danish
FEMA 253 RVS
Fema 253
Fema 253
Mohd Danish
Fema 266
Fema 266
Mohd Danish
Plates
Plates
Mohd Danish
Earth+and+rock+fill+dams
Earth+and+rock+fill+dams
Mohd Danish
13920
13920
Mohd Danish
13828
13828
Mohd Danish
More from Mohd Danish
(13)
IS 1893:1984
IS 1893:1984
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
APPLICATION OF GENE EXPRESSION PROGRAMMING IN FLOOD FREQUENCY ANALYSIS
Prediction of scour depth at bridge abutments in cohesive bed using gene expr...
Prediction of scour depth at bridge abutments in cohesive bed using gene expr...
Scour prediction at bridge piers in cohesive bed using gene expression progra...
Scour prediction at bridge piers in cohesive bed using gene expression progra...
Sp22
Sp22
Seismic Conceptual Design of Buildings
Seismic Conceptual Design of Buildings
Fema 254
Fema 254
Fema 253
Fema 253
Fema 266
Fema 266
Plates
Plates
Earth+and+rock+fill+dams
Earth+and+rock+fill+dams
13920
13920
13828
13828
Download now