Compressive Force-Path Method: Unified Ultimate Limit-State Design of Concrete Structures
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
2014
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| Schriftenreihe: | Engineering Materials
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| Schlagworte: | |
| Online-Zugang: | BTU01 FHA01 FHI01 FHN01 FHR01 FKE01 FRO01 FWS01 FWS02 UBY01 Volltext Inhaltsverzeichnis Abstract |
| Beschreibung: | 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 requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints |
| Beschreibung: | 1 Online-Ressource (XVI, 221 p.) 191 illus |
| ISBN: | 9783319004884 |
| DOI: | 10.1007/978-3-319-00488-4 |
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| 505 | 0 | |a Reappraisal of concepts underlying reinforced concrete design -- The concept of the compressive-force path -- Modelling of simply-supported beams -- Design of simply supported beams -- Design for punching of flat slabs -- Design of skeletal structures with beam-like elements -- Earthquake-resistant design -- Design examples | |
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Datensatz im Suchindex
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| adam_text | COMPRESSIVE FORCE-PATH METHOD
/ KOTSOVOS, MICHAEL D.
: 2014
TABLE OF CONTENTS / INHALTSVERZEICHNIS
REAPPRAISAL OF CONCEPTS UNDERLYING REINFORCED CONCRETE DESIGN
THE CONCEPT OF THE COMPRESSIVE-FORCE PATH
MODELLING OF SIMPLY-SUPPORTED BEAMS
DESIGN OF SIMPLY SUPPORTED BEAMS
DESIGN FOR PUNCHING OF FLAT SLABS
DESIGN OF SKELETAL STRUCTURES WITH BEAM-LIKE ELEMENTS
EARTHQUAKE-RESISTANT DESIGN
DESIGN EXAMPLES
DIESES SCHRIFTSTUECK WURDE MASCHINELL ERZEUGT.
COMPRESSIVE FORCE-PATH METHOD
/ KOTSOVOS, MICHAEL D.
: 2014
ABSTRACT / INHALTSTEXT
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
REQUIREMENTS OF CURRENT CODES IN ALL CASES INVESTIGATED TO DATE,
INCLUDING STRUCTURAL MEMBERS SUCH AS BEAMS, COLUMNS, AND WALLS,
BEAM-TO-BEAM OR COLUMN-TO-COLUMN CONNECTIONS, AND BEAM-TO-COLUMN JOINTS
DIESES SCHRIFTSTUECK WURDE MASCHINELL ERZEUGT.
|
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| dewey-search | 691 |
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| indexdate | 2024-08-01T10:55:48Z |
| institution | BVB |
| isbn | 9783319004884 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026917052 |
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| physical | 1 Online-Ressource (XVI, 221 p.) 191 illus |
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| record_format | marc |
| series2 | Engineering Materials |
| spellingShingle | Kotsovos, Michael D. Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures Reappraisal of concepts underlying reinforced concrete design -- The concept of the compressive-force path -- Modelling of simply-supported beams -- Design of simply supported beams -- Design for punching of flat slabs -- Design of skeletal structures with beam-like elements -- Earthquake-resistant design -- Design examples Engineering Building construction Materials Building Materials Structural Materials Building Construction Ingenieurwissenschaften |
| title | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures |
| title_auth | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures |
| title_exact_search | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures |
| title_full | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures by Michael D Kotsovos |
| title_fullStr | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures by Michael D Kotsovos |
| title_full_unstemmed | Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures by Michael D Kotsovos |
| title_short | Compressive Force-Path Method |
| title_sort | compressive force path method unified ultimate limit state design of concrete structures |
| title_sub | Unified Ultimate Limit-State Design of Concrete Structures |
| topic | Engineering Building construction Materials Building Materials Structural Materials Building Construction Ingenieurwissenschaften |
| topic_facet | Engineering Building construction Materials Building Materials Structural Materials Building Construction Ingenieurwissenschaften |
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