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Análisis no lineal tridimensional estático y dinámico de pórticos de hormigón armado con deficiencia en el hormigón de columnas 

Rodríguez-Vargas, Juan A. (2015-07)
This work consisted in developing and programming a three dimensional non-linear analysis model for reinforced concrete structures using the incremental method for the application of loads or displacements and the Newmark ...

Design of residential housing using welded wire mesh reinforcement and linear evaluation of the walls under dynamic loadings 

Avilés-Nieves, Eduardo (2017-05)
This thesis presents the results of the design of residential housing using welded wire mesh reinforcement (WWR) and the lineal evaluation of the shear walls reinforced with WWR under dynamic loadings. Typical residential ...

Evaluación de mezclas de arena y goma triturada como relleno de muros de contención 

Celis-Leguizamo, Hebenly (2008-10)
Esta tesis estudió una alternativa de reciclaje de neumáticos viejos en la forma de neumático triturado como material de relleno en muros de contención. Este material reciclado se considera costo efectivo y tiene ventajas ...

Dynamic lateral response of single piles considering soil inertia contribution 

Pacheco-Crosetti, Gustavo E. (2007-05)
The most widely used model to perform the analysis of piles under lateral loads consists in modeling the pile as a series of beam elements and representing the soil as a group of unconnected, concentrated springs perpendicular ...

Experimental cyclic behavior of reinforced concrete wall houses loaded in their weak direction 

Vélez-Vélez, Edgardo M. (2007)
This research presents a study of the lateral capacity of the reinforced concrete houses constructed in Puerto Rico. These houses are built with a reinforced concrete roof slab and three reinforced concrete walls oriented ...

Influencia de la rigidez a la flexión del pilote sobre las curvas P-Y de suelos arenosos 

Fernández-Valdez, Sixto F. (2009-12)
The laterally loaded pile problem involves a fourth order differential equation, where a complex relationship between the lateral deflections of the pile and the reactions generated by the surrounding soil take place. A ...

Evaluation of the lateral stiffness for the seismic analysis and design of squat RC walls 

Ocampo-Escobar, Andrés F. (2019-05-15)
Reinforced concrete (RC) squat walls provide most of the structure lateral strength and stiffness to resist earthquakes and wind loadings in nuclear power plants and other buildings. A reduction factor is usually applied ...

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AuthorAvilés-Nieves, Eduardo (1)Celis-Leguizamo, Hebenly (1)Fernández-Valdez, Sixto F. (1)Ocampo-Escobar, Andrés F. (1)Pacheco-Crosetti, Gustavo E. (1)Rodríguez-Vargas, Juan A. (1)Vélez-Vélez, Edgardo M. (1)AdvisorPando-López, Miguel A. (2)Guevara-Guillén, José O. (1)López-Rodríguez, Ricardo R. (1)Suárez, Luis E. (1)Vidot-Vega, Aidcer L. (1)Wendichansky-Bard, Daniel A. (1)KeywordsDilation angle (1)Flexión de pilote (1)Hormigón armado (1)Lateral stiffness (1)Nonlinear analysis (1)Pile-soil system (1)Reinforced concrete (1)Residential housing (1)Retaining walls (1)Shear walls reinforced (1)... View MoreSubject Heading
Lateral loads (7)
Piling (Civil engineering) (2)Shear walls (2)Columns, Concrete (1)Compressibility (1)Concrete piling (1)Concrete walls (1)Concrete walls--Design and construction (1)Crumb rubber (1)Reinforced concrete construction--Models (1)... View MoreType
Thesis (7)
Date2010 - 2019 (3)2007 - 2009 (4)Department
Department of Civil Engineering (7)
Program
Civil Engineering (7)
CollectionTheses & Dissertations (7)

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