M l waikar (13 risultati)

Taschenbuch. Condizione: Neu. Druck auf Anfrage Neuware - Printed after ordering - Research Paper (postgraduate) from the year 2017 in the subject Engineering - Civil Engineering, grade: 9.15, Shri Guru Gobind Singhji Institute of Engineering and Technology, language: English, abstract: In structural analyses, masonry infill walls are commonly considered to be non-structural elements. However, the response of reinforced concrete buildings to earthquake loads can be substantially affected by the influence of infill walls. In this article, an improved numerical model for the simulation of the behavior of masonry infill walls subjected to earthquake loads is used. The main objective of the study is to investigate the importance of semi-interlocked brick infill in multi-storied buildings it uses masonry panels made of dry stack interlocking masonry units capable of relative sliding in a plane and interlocked to prevent sliding out-of-plane. This masonry panels acting as energy dissipation devices (EDD). An analytical program is based on to evaluate the behavior of different framed masonry panels. It is found that semi-interlocked masonry (SIM) panels have significant energy dissipation capacity due to friction between the masonry units. In this work, the primary focus is given to numerical modeling and nonlinear behavior of brick masonry buildings subjected to lateral loads.…

Paperback. Condizione: Brand New. 84 pages. 8.66x5.91x0.19 inches. In Stock.

Condizione: New.

Condizione: New.

Condizione: New.

Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Research Paper (postgraduate) from the year 2017 in the subject Engineering - Civil Engineering, grade: 9.15, Shri Guru Gobind Singhji Institute of Engineering and Technology, language: English, abstract: In structural analyses, masonry infill walls are commonly considered to be non-structural elements. However, the response of reinforced concrete buildings to earthquake loads can be substantially affected by the influence of infill walls. In this article, an improved numerical model for the simulation of the behavior of masonry infill walls subjected to earthquake loads is used. The main objective of the study is to investigate the importance of semi-interlocked brick infill in multi-storied buildings it uses masonry panels made of dry stack interlocking masonry units capable of relative sliding in a plane and interlocked to prevent sliding out-of-plane. This masonry panels acting as energy dissipation devices (EDD). An analytical program is based on to evaluate the behavior of different framed masonry panels. It is found that semi-interlocked masonry (SIM) panels have significant energy dissipation capacity due to friction between the masonry units. In this work, the primary focus is given to numerical modeling and nonlinear behavior of brick masonry buildings subjected to lateral loads. 12 pp. Englisch. …

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This work is started from study of failures of bridges due to various earthquakes and also the types of failure with the help of various literature. The focus of study is on Elevated metro bridges. Design and analysis of bridge is done by using Midas Civil software package. Various methods of seismic performance assessment from various literatures are explained. The seismic fragility curves at various stages of failure are developed by data from 100 time history analysis done using Midas Civil Software.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Sule-Patil HarshavardhanThis book is written by Mr. Harshavardhan M. Sule-Patil. He has completed his B. Tech degree in Civil Engineering from RIT Islampur an autonomous institute affiliated to Shivaji University and Master in Techno.…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Ce travail est parti de l'étude des défaillances des ponts dues à divers tremblements de terre et des types de défaillance à l'aide de divers documents. L'étude se concentre sur les ponts de métro surélevés. La conception et l'analyse des ponts sont réalisées à l'aide du logiciel Midas Civil. Diverses méthodes d'évaluation de la performance sismique sont expliquées dans la littérature. Les courbes de fragilité sismique à différents stades de défaillance sont développées à partir des données de l'analyse de l'histoire temporelle effectuée à l'aide du logiciel Midas Civil.…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Diese Arbeit beginnt mit der Untersuchung des Versagens von Brücken aufgrund verschiedener Erdbeben und der Arten des Versagens mit Hilfe verschiedener Literatur. Der Schwerpunkt der Studie liegt auf U-Bahn-Hochbrücken. Entwurf und Analyse der Brücke werden mit dem Softwarepaket Midas Civil durchgeführt. Es werden verschiedene Methoden zur Bewertung des seismischen Verhaltens aus verschiedenen Literaturen erläutert. Die seismischen Fragilitätskurven in verschiedenen Versagensstadien werden anhand von Daten aus 100 Zeitverlaufsanalysen entwickelt, die mit Midas Civil Software durchgeführt wurden.…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Questo lavoro parte dallo studio dei cedimenti dei ponti a causa di vari terremoti e dei tipi di cedimento con l'aiuto di vari documenti. Lo studio si concentra sui ponti della metropolitana sopraelevata. La progettazione e l'analisi del ponte vengono effettuate utilizzando il pacchetto software Midas Civil. Vengono illustrati vari metodi di valutazione delle prestazioni sismiche tratti da varie pubblicazioni. Le curve di fragilità sismica ai vari stadi di cedimento sono sviluppate dai dati di 100 analisi storiche del tempo effettuate con il software Midas Civil. …

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Este trabalho foi iniciado a partir do estudo de falhas de pontes devido a vários sismos e também dos tipos de falha com a ajuda de várias literaturas. O estudo centra-se em pontes elevadas de metro. O projeto e a análise da ponte são feitos utilizando o pacote de software Midas Civil. São explicados vários métodos de avaliação do desempenho sísmico de várias literaturas. As curvas de fragilidade sísmica em vários estágios de falha são desenvolvidas com base em dados de 100 análises de histórico de tempo feitas usando o software Midas Civil.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Sule-Patil HarshavardhanDieses Buch wurde von Herrn Harshavardhan M. Sule-Patil geschrieben. Er hat seinen B. Tech-Abschluss in Bauingenieurwesen am RIT Islampur, einem autonomen Institut, das der Shivaji-Universitaet angegliedert ist.…