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Browsing Maestría by Author "Jara Díaz, Manuel"

Browsing Maestría by Author "Jara Díaz, Manuel"

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  • Ortiz Vargas, Andrés Eduardo (Universidad Michoacana de San Nicolás de Hidalgo, 2016-08)
    The aim of this thesis is the assessment of the seismic action effect during the stages of construction of a cable-stayed bridge. An analysis of the mechanical elements and deformations that occur in the bridge structure ...
  • Alcalá Ferreira, Andrea (Universidad Michoacana de San Nicolás de Hidalgo, 2017-08)
    This thesis aims to assess the behavior of continuous box girder bridges, when different types of seismic isolation and energy dissipation systems are used, considering the effect of the transverse seismic shear keys and ...
  • Navarro Alvarado, Jorge Oswaldo (Universidad Michoacana de San Nicolás de Hidalgo, 2015-02)
    Seismic engineering has become increasingly more important in the field of structures, to such a degree that currently seismic analysis methods have diversified. The non-linear dynamic method is the most accurate method ...
  • Domínguez Martínez, Pablo César (Universidad Michoacana de San Nicolás de Hidalgo, 2012-08)
    The need to bridge large gaps as rivers and streams, begins the construction of bridges to help move these and other obstacles. Construction techniques have led us to develop in the rocks formed by ancient bridges and ...
  • Palacios Hernández, Otoniel (Universidad Michoacana de San Nicolás de Hidalgo, 2011-06)
    Man in his most humble beginnings found a way to expand territory, encountering numerous obstacles including geographical features, for which I had to use their ingenuity to bring them down to create the first bridges, ...
  • Alcántar Sánchez, Juan Gerardo (Universidad Michoacana de San Nicolás de Hidalgo, 2015-08)
    This study aims at assessing the seismic behavior of piles of cable-stayed bridges for different deck-pile connections. A comparison of the response is performed for four different types of connections between the deck and ...
  • Álvarez Mosqueda, Otilio (Universidad Michoacana de San Nicolás de Hidlgo, 2012-08)
    The features of the vertical component and the effect caused by the vertical acceleration to the bridges, have been studied by several researchers (Broekhuizen, 1996; Papazoglou and Elnashai, 1996; Collier and Elnashai, ...
  • Tovar Vázquez, Marcos Jubal (Universidad Michoacana de San Nicolás de Hidalgo, 2010-08)
    In this work we intend to estimate the efficiency and characteristics of the hysteretic systems of passive control in irregular bridges by means of a nonlinear static analysis. This paper aims to evaluate the characteristics ...
  • Medina Coronel, Sergio Iván (Universidad Michoacana de San Nicolás de Hidalgo, 2009-08)
    The seismic damage level of reinforced concrete piers of two bridges located in the highest seismic intensity zone of the country is assessed. One bridge has an irregular structural configuration and is supported on circular ...
  • Ambrocio Ascención, Saúl Isac (Universidad Michoacana de San Nicolás de Hidalgo, 2018-05)
    t has been observed during recent strong earthquakes, that pounding and/or unseating of continuous bridges frames and simple supported span beams at in-span expansion joints is one of the biggest problems. The unseating ...
  • Montufar Vieyra, Samuel (Universidad Michoacana de San Nicolás de Hidalgo, 2017-08)
    Present regulations for bridges construction and design, do not provide all the information needed for the incorporation of transverse shear keys and expansion joints effects in the seismic analysis of these type of ...
  • Gutiérrez Baños, Francisco Fernando (Universidad Michoacana de San Nicolás de Hidalgo, 2013-08)
    Mexico is a country where violent tectonic unfortunate cases that has left its people in distress , causing material damage are the least worrying to the human misery they have caused is characterized . In our country we ...
  • Landa Ruiz, Laura (Universidad Michoacana de San Nicolás de Hidalgo, 2006-03)
    The general objective of this work is to propose a methodology for evaluating the seismic capacity of existing bridges that can be applied to a large number of bridges with a reliable approach. In particular, there are ...
  • Manzo Ferrer, Ivan (Universidad Michoacana de San Nicolás de Hidalgo, 2014-08)
    The principal rehabilitation techniques were studied for vertical loads and seismic actions and major respetivamente advantage and disadvantages of each technique were evaluated. Finally the proposed bridges similar to ...
  • Regalado Estrada, Saraí (Universidad Michoacana de San Nicolás de Hidalgo, 2014-08)
    In this work the effect of earthquakes in special bridges during construction phase is studied. Prefabricated bridges constructed in stages are considered, as in the case of the bridges built with dual cantilever method. ...

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