Effect of High-strength Concrete on the Seismic Response of Concrete Frames [microform] PDF Download
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Author: Glenn M. Marquis Publisher: National Library of Canada = Bibliothèque nationale du Canada ISBN: Category : Earthquake resistant design Languages : en Pages : 234
Book Description
"The influence of high-strength concrete on the seismic response of reinforced concrete exterior beam-column-slab subassemblages was investigated by the testing of two full-scale specimens. The specimens, one constructed with normal-strength concrete and the other constructed with high-strength concrete, were designed as ductile moment-resisting frames such that the flexural strengths of the beams were similar. The increase in concrete strength allowed for some reduction of member sizes." --
Author: Glenn M. Marquis Publisher: National Library of Canada = Bibliothèque nationale du Canada ISBN: Category : Earthquake resistant design Languages : en Pages : 234
Book Description
"The influence of high-strength concrete on the seismic response of reinforced concrete exterior beam-column-slab subassemblages was investigated by the testing of two full-scale specimens. The specimens, one constructed with normal-strength concrete and the other constructed with high-strength concrete, were designed as ductile moment-resisting frames such that the flexural strengths of the beams were similar. The increase in concrete strength allowed for some reduction of member sizes." --
Author: Liviu Crainic Publisher: CRC Press ISBN: 0415631866 Category : Technology & Engineering Languages : en Pages : 266
Book Description
This book examines and presents essential aspects of the behavior, analysis, design and detailing of reinforced concrete buildings subjected to strong seismic activity. Seismic design is an extremely complex problem that has seen spectacular development in the last decades. The present volume tries to show how the principles and methods of earthquake engineering can be applied to seismic analysis and design of reinforced concrete buildings. The book starts with an up-to-date presentation of fundamental aspects of reinforced concrete behavior quantified through constitutive laws for monotonic and hysteretic loading. Basic concepts of post-elastic analysis like plastic hinge, plastic length, fiber models, and stable and unstable hysteretic behaviour are, accordingly, defined and commented upon. For a deeper understanding of seismic design philosophy and of static and dynamic post-elastic analysis, seismic behavior of different types of reinforced concrete structures (frames, walls) is examined in detail. Next, up-to-date methods for analysis and design are presented. The powerful concept of structural system is defined and systematically used to explain the response to seismic activity, as well as the procedures for analysis and detailing of common building structures. Several case studies are presented. The book is not code-oriented. The structural design codes are subject to constant reevaluation and updating. Rather than presenting code provisions, this book offers a coherent system of notions, concepts and methods, which facilitate understanding and application of any design code. The content of this book is based mainly on the authors’ personal experience which is a combination of their teaching and research activity as well as their work in the private sector as structural designers. The work will serve to help students and researchers, as well as structural designers to better understand the fundamental aspects of behavior and analysis of reinforced concrete structures and accordingly to gain knowledge that will ensure a sound design of buildings.
Author: Shamel Hosni Publisher: National Library of Canada = Bibliothèque nationale du Canada ISBN: Category : Reinforced concrete construction Languages : en Pages : 187
Author: Comité euro-international du béton Publisher: Thomas Telford ISBN: 9780727726414 Category : Technology & Engineering Languages : en Pages : 196
Book Description
This detailed guide is designed to enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes.
Author: Felipe Carrasco Publisher: ISBN: Category : Languages : en Pages : 0
Book Description
A numerical study was undertaken to evaluate the seismic response of a 10-story frame and a 15-story wall building designed with high-strength steel reinforcement (HSSR) having yield strength of 100 ksi and conventional Grade 60 reinforcement. The frame building was assumed to be located in San Francisco, California, and was designed in accordance with ASCE 7-10 and ACI 318-19. The wall building was assumed to be located in Concepción, Chile, and was designed in accordance with the Chilean Code NCh433. The frame and wall buildings with Grade 100 are designed with the same cross sections but with a reduced amount of reinforcement and nearly equal lateral strength than the buildings with Grade 60. The frame and wall buildings were analyzed numerically using a 2D model and through nonlinear static (pushover) and dynamic time-history analysis using fiber-based distributed plasticity elements. The results of the analyses showed that the frame and wall buildings designed with Grade 100 reinforcement developed larger roof and interstory drifts than the frame and wall buildings designed with Grade 60. Based on the analyses conducted, it is concluded that the frame building reinforced with Grade 100 may not necessarily experience more structural damage than the frame building with Grade 60. Conversely, for the wall building, results from the analyses showed that the building with Grade 100 may experience more damage than the wall building with Grade 60.
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Author: Glenn M. Marquis![Effect of High-strength Concrete on the Seismic Response of Concrete Frames [microform] PDF](https://books.google.com/books/content/images/frontcover/PcrlSAAACAAJ?fife=w80-h100)
Author: Glenn M. Marquis
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Author: Emmet D. Poon
Author: Liviu Crainic
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Author: Shamel Hosni
Author: Birhanu Bogale Bishaw
Author: Comité euro-international du béton
Author: Felipe Carrasco