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Titlebook: Compressive Force-Path Method; Unified Ultimate Lim Michael D Kotsovos Textbook 2014 Springer International Publishing Switzerland 2014 Des

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發(fā)表于 2025-3-21 16:05:54 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Compressive Force-Path Method
副標題Unified Ultimate Lim
編輯Michael D Kotsovos
視頻videohttp://file.papertrans.cn/232/231996/231996.mp4
概述Describes a method suitable not only for designing new earthquake-resistant RC structures but also for the structural assessment and redesign/upgrading of existing RC structures.Clearly explains the c
叢書名稱Engineering Materials
圖書封面Titlebook: Compressive Force-Path Method; Unified Ultimate Lim Michael D Kotsovos Textbook 2014 Springer International Publishing Switzerland 2014 Des
描述This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements. .In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requ
出版日期Textbook 2014
關鍵詞Design; Earthquake-resistant Structures; Reinforced Concrete Structures; Structural Assessment; Upgradin
版次1
doihttps://doi.org/10.1007/978-3-319-00488-4
isbn_softcover978-3-319-34542-0
isbn_ebook978-3-319-00488-4Series ISSN 1612-1317 Series E-ISSN 1868-1212
issn_series 1612-1317
copyrightSpringer International Publishing Switzerland 2014
The information of publication is updating

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The Concept of the Compressive-Force Path,h (CFP) concept’ since, as deduced from the description of how the beam functions, the main characteristic of the beam is that both its loading capacity and failure mechanism are related to the region of the member containing the path of the compressive stress resultant which develops within the bea
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https://doi.org/10.1007/978-3-658-36981-1h (CFP) concept’ since, as deduced from the description of how the beam functions, the main characteristic of the beam is that both its loading capacity and failure mechanism are related to the region of the member containing the path of the compressive stress resultant which develops within the bea
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1612-1317 n/upgrading of existing RC structures.Clearly explains the cThis book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoret
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