Finite Element Modeling of Cyclically Loaded FRP-Retrofitted RC Squat Shear Walls PDF Download
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Author: Ali Rezaiefar
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Ali Rezaiefar
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Holger Spiess
Publisher:
ISBN:
Category :
Languages : de
Pages : 0
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Book Description
Author: A. Rama Mohan Rao
Publisher: Springer
ISBN: 9811303657
Category : Science
Languages : en
Pages : 856
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Book Description
This book is a collection of select papers presented at the Tenth Structural Engineering Convention 2016 (SEC-2016). It comprises plenary, invited, and contributory papers covering numerous applications from a wide spectrum of areas related to structural engineering. It presents contributions by academics, researchers, and practicing structural engineers addressing analysis and design of concrete and steel structures, computational structural mechanics, new building materials for sustainable construction, mitigation of structures against natural hazards, structural health monitoring, wind and earthquake engineering, vibration control and smart structures, condition assessment and performance evaluation, repair, rehabilitation and retrofit of structures. Also covering advances in construction techniques/ practices, behavior of structures under blast/impact loading, fatigue and fracture, composite materials and structures, and structures for non-conventional energy (wind and solar), it will serve as a valuable resource for researchers, students and practicing engineers alike.
Author: Thomas T. C. Hsu
Publisher: Springer
ISBN: 9811332789
Category : Technology & Engineering
Languages : en
Pages : 410
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Book Description
This book gathers 23 papers by top experts from 11 countries, presented at the 3rd Houston International Forum: Concrete Structures in Earthquake. Designing infrastructures to resist earthquakes has always been the focus and mission of scientists and engineers located in tectonically active regions, especially around the “Pacific Rim of Fire” including China, Japan, and the USA. The pace of research and innovation has accelerated in the past three decades, reflecting the need to mitigate the risk of severe damage to interconnected infrastructures, and to facilitate the incorporation of high-speed computers and the internet. The respective papers focus on the design and analysis of concrete structures subjected to earthquakes, advance the state of knowledge in disaster mitigation, and address the safety of infrastructures in general.
Author: Laura N. Lowes
Publisher:
ISBN:
Category : Mathematics
Languages : en
Pages : 330
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 12
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In the seismic design of shear wall structures, e.g., nuclear reactor buildings, a linear FEM analysis is frequently used to quantify the stresses under the design loading condition. The final design decisions, however, are still based on empirical design rules established over decades from accumulated laboratory test data. This paper presents an overview of the state-of-the-art on the application of nonlinear FEM analysis to reinforced concrete (RC) shear wall structures under severe earthquake loadings based on the findings obtained during the Seismic Shear Wall International Standard Problem (SSWISP) Workshop in 1996. Also, BNL's analysis results of the International Standard Problem (ISP) shear walls under monotonic static, cyclic static and dynamic loading conditions are described.
Author: ACI Committee 440
Publisher:
ISBN: 9781945487590
Category : Fiber-reinforced concrete
Languages : en
Pages : 110
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Author: Amir S. Ayoub
Publisher:
ISBN:
Category :
Languages : en
Pages : 492
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Author: Rochus Bergmann
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages :
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Author: Chadchart Sittipunt
Publisher:
ISBN:
Category : Finite element method
Languages : en
Pages : 770
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The major objective of this study was to use the finite element method to study the cyclic response of slender, reinforced concrete shear walls. Material models which represent the cyclic response of concrete and reinforcing steel in shear walls were developed in this investigation. These material models were verified both at the element and structural levels; the results of the finite element analyses were compared with the experimental data from several experimental programs. After the material models had been satisfactorily tested and verified, the finite element method was used to extend the scope of the investigation of the response of slender reinforced concrete shear walls with different configurations, reinforcement details, and loading histories.
