Nonlinear Analysis of Reinforced Concrete Shear Wall Structures PDF Download
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Author: Dilip Khatri
Publisher:
ISBN:
Category :
Languages : en
Pages : 1280
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Author: Dilip Khatri
Publisher:
ISBN:
Category :
Languages : en
Pages : 1280
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Author: Gregory E. Mertz
Publisher:
ISBN:
Category :
Languages : en
Pages : 418
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Author: P. Fajfar
Publisher: CRC Press
ISBN: 1851667644
Category : Architecture
Languages : en
Pages : 318
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Book Description
Forty scientists working in 13 different countries detail in this work the most recent advances in seismic design and performance assessment of reinforced concrete buildings. It is a valuable contribution in the mitigation of natural disasters.
Author: Anil Kumar
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 55
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Hiroyuki Aoyama
Publisher: World Scientific
ISBN: 1783261641
Category : Technology & Engineering
Languages : en
Pages : 462
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Book Description
This book presents the results of a Japanese national research project carried out in 1988-1993, usually referred to as the New RC Project. Developing advanced reinforced concrete building structures with high strength and high quality materials under its auspices, the project aimed at promoting construction of highrise reinforced concrete buildings in highly seismic areas such as Japan. The project covered all the aspects of reinforced concrete structures, namely materials, structural elements, structural design, construction, and feasibility studies. In addition to presenting these results, the book includes two chapters giving an elementary explanation of modern analytical techniques, i.e. finite element analysis and earthquake response analysis.
Author: Henriette Lebre La Rovere
Publisher:
ISBN:
Category :
Languages : en
Pages : 418
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Author: Abdul-Rahim Sabouni
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 724
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Author: Can Balkaya
Publisher:
ISBN:
Category :
Languages : en
Pages :
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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.
Author: Danya S. Mohr
Publisher:
ISBN:
Category : Shear walls
Languages : en
Pages : 227
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