書目名稱 | Compressive Force-Path Method |
副標題 | Unified Ultimate Lim |
編輯 | Michael D Kotsovos |
視頻video | http://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 |  |
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 |
doi | https://doi.org/10.1007/978-3-319-00488-4 |
isbn_softcover | 978-3-319-34542-0 |
isbn_ebook | 978-3-319-00488-4Series ISSN 1612-1317 Series E-ISSN 1868-1212 |
issn_series | 1612-1317 |
copyright | Springer International Publishing Switzerland 2014 |