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Book Nonlinear Analysis of Three dimensional Reinforced Concrete Frames Under Viable Loads

Download or read book Nonlinear Analysis of Three dimensional Reinforced Concrete Frames Under Viable Loads written by Ramanathan Shanmugananthan and published by . This book was released on 1985 with total page 308 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Analysis of Three dimensional Reinforced Concrete Frames Under Variable Loads

Download or read book Nonlinear Analysis of Three dimensional Reinforced Concrete Frames Under Variable Loads written by Ramanathan Shanmugananthan and published by . This book was released on 1985 with total page 308 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Three Dimensional Non Linear Response of Reinforced Concrete Buildings

Download or read book Three Dimensional Non Linear Response of Reinforced Concrete Buildings written by Christos Athanassiou Zeris and published by . This book was released on 1986 with total page 600 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Analysis of Reinforced Concrete Structures Using Three Dimensional and Shell Finite Element Models

Download or read book Nonlinear Analysis of Reinforced Concrete Structures Using Three Dimensional and Shell Finite Element Models written by Miguel Cervera and published by . This book was released on 1986 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Static Analysis of Three dimensional Steel Frames

Download or read book Nonlinear Static Analysis of Three dimensional Steel Frames written by James Graham Orbison and published by . This book was released on 1982 with total page 532 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Three dimensional Four node Macroscopic Models Nonlinear Analysis of Reinforced Concrete Walls

Download or read book Three dimensional Four node Macroscopic Models Nonlinear Analysis of Reinforced Concrete Walls written by Kamiar Kalbasi Anaraki and published by . This book was released on 2019 with total page 216 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Analysis of Reinforced Concrete Frames Subjected to Abnormal Loads

Download or read book Nonlinear Analysis of Reinforced Concrete Frames Subjected to Abnormal Loads written by Ignac Joseph Emil Zajac and published by . This book was released on 2007 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this study is to analyze reinforced concrete frames subjected to abnormal loads. Structures are rarely subjected to abnormal loads, however, when they are subjected to them, it can lead to a progressive collapse. The World Trade Centers in New York City and the Alfred P. Murrah building in Oklahoma City are examples of structures being deliberately subjected to abnormal loads. Structures can also experience unintentional abnormal loading. Examples include the Ronan Point apartment building in Canning Town, England and Husky Stadium at the University of Washington. Consequently, many analysis and design standards now explicitly account for abnormal loads and try to mitigate their effects. This study presents the development of a nonlinear computer analysis program for reinforced concrete frames. The method of analysis involves discretizing a two dimensional reinforced concrete frame into a series of beam-column elements. The element is linear-elastic, however, its end-sections model nonlinear behaviour of a total member by a series of springs. The springs represent the post-elastic stiffness of the end-sections. The post-elastic stiffness of a member-section is obtained from a post-elastic force-deformation response, which is first obtained by performing sectional analysis on a reinforced concrete section using a public domain computer program. The post-elastic force-deformation responses are modeled as either bilinear or trilinear. So-called stiffness degradation factors, which are defined as the ratio of elastic to elastic plus post-elastic deformation of a member-section, are used in modifying the elastic stiffness coefficients in the element stiffness matrix to account for the nonlinear behaviour. Once a reinforced concrete frame enters the post-elastic range of response the analysis procedure becomes incremental. The stiffness degradation factors are calculated at each load increment and the degree of post-elastic stiffness degradation is progressively tracked throughout the load history. The program also has the capability of performing a progressive collapse analysis whereby debris loads caused by falling members are calculated and applied to the structure. A series of example problems are presented to demonstrate the computer analysis program.

Book Nonlinear Three dimensional Behavior of Shear wall Dominant Reinforced Concrete Building Structures

Download or read book Nonlinear Three dimensional Behavior of Shear wall Dominant Reinforced Concrete Building Structures written by Can Balkaya and published by . This book was released on 1994 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The behavior of shear-wall dominant, low-rise, multistory reinforced concrete shear-wall dominant building structures commonly built in Chile, Japan, Italy and Middle East countries are investigated. Because there are no beams or columns and the slab and wall thickness are approximately equal, available codes give little information relative to design for gravity and lateral loads. Items which effect the analysis of shear-wall dominant building structures, ie. material nonlinearity including rotating crack capability, 3-D behavior, slab-wall interaction, floor flexibilities, stress concentrations around the openings, the location and the amount of the main discrete reinforcements are investigated. For this purpose 2 story and 5 story building structures are modelled. To see the importance of 3-D modelling, the same structures are modelled by both 2-D and 3-D models. Loads are applied first the vertical then lateral loads which are static equivalent earthquake loads. The 3-D models of the structures are loaded in both in the longitudinal and transverse directions. A nonlinear isoparametric shell element with arbitrarily placed edge nodes and with variable edge orders (from linear to cubic) is developed in order to consider the amount and location of the main reinforcement at the edges and around the openings, and in order to use higher order elements where the stress gradients are expected to be high. The stress concentrations and distributions around the openings are observed that they are affected by the location of the existing reversed walls in 3-D nonlinear analysis of shear-wall dominant building structures. Slab-wall interaction effects with different size of openings and possible hinge locations are investigated while lateral loads are applied in weak directions. The importance of 3-D effects due to T-C coupling of walls are indicated with basic force mechanisms.

Book Nonlinear Geometric  Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames

Download or read book Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames written by Antonio R. Mari and published by . This book was released on 1984 with total page 142 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Elements for Three Dimensional Frame Analysis

Download or read book Nonlinear Elements for Three Dimensional Frame Analysis written by Scott Douglas Campbell and published by . This book was released on 1994 with total page 790 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Nonlinear Analysis of Reinforced Concrete Frames and Panels

Download or read book Nonlinear Analysis of Reinforced Concrete Frames and Panels written by H. A. Franklin and published by . This book was released on 1970 with total page 560 pages. Available in PDF, EPUB and Kindle. Book excerpt: