Foundation systems for high-rise structures:
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| Main Authors: | , , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Boca Raton
CRC Press, Taylor & Francis Group
[2017]
|
| Subjects: | |
| Physical Description: | xvi, 298 Seiten Illustrationen |
| ISBN: | 9781498744775 |
Staff View
MARC
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| 100 | 1 | |a Katzenbach, Rolf |d 1950- |e Verfasser |0 (DE-588)122165063 |4 aut | |
| 245 | 1 | 0 | |a Foundation systems for high-rise structures |c Rolf Katzenbach (Technische Universitaet Darmstadt, Germany), Steffen Leppla (Technische Universitaet Darmstadt, Germany), Deepankar Choudhury (Indian Institute of Technology Bombay, Mumbai, Maharashtra, India) |
| 264 | 1 | |a Boca Raton |b CRC Press, Taylor & Francis Group |c [2017] | |
| 300 | |a xvi, 298 Seiten |b Illustrationen | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 505 | 8 | |a Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Authors -- 1: Introduction -- 2: Basics of geotechnical analysis -- 2.1 Soil-structure interaction -- 2.2 Analysis according to Eurocode 7 (EC 7) -- 2.2.1 Design situations -- 2.2.2 Ultimate limit state (ULS) and serviceability limit state (SLS) -- 2.2.3 Rules for combination factors -- 2.2.4 General procedure of analysis -- 2.2.5 Geotechnical categories -- 2.3 Soil investigation according to Eurocode 7 (EC 7) -- 2.3.1 Soil investigation program -- 2.3.2 Soil investigation for foundation systems | |
| 505 | 8 | |a 2.3.3 Soil investigation for excavations -- 2.4 Guarantee of safety and optimization by the four-eye principle -- 2.5 Observational method -- References -- 3: Spread foundations -- 3.1 Single and strip foundations -- 3.2 Raft foundations -- 3.3 Geotechnical analysis -- 3.3.1 Basics -- 3.3.2 Distribution of the contact pressure -- 3.3.2.1 System rigidity -- 3.3.2.2 Distribution of the contact pressure under rigid foundations according to Boussinesq -- 3.3.2.3 Stress trapeze method -- 3.3.2.4 Subgrade reaction modulus method -- 3.3.2.5 Stiffness modulus method -- 3.3.3 Geotechnical analysis | |
| 505 | 8 | |a 3.3.3.1 Analysis of safety against loss of balance because of overturning -- 3.3.3.2 Analysis of safety against sliding -- 3.3.3.3 Analysis of safety against base failure -- 3.3.3.4 Analysis of safety against buoyancy -- 3.3.3.5 Analysis of foundation rotation and limitation of the open gap -- 3.3.3.6 Analysis of horizontal displacements -- 3.3.3.7 Analysis of settlements and differential settlements -- 3.3.3.8 Simplified analysis of spread foundations in standard cases -- 3.4 Examples of spread foundations from engineering practice -- 3.4.1 High-rise building complex of Zürich Assurance | |
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| 700 | 1 | |a Leppla, Steffen |e Verfasser |4 aut | |
| 700 | 1 | |a Choudhury, Deepankar |e Verfasser |4 aut | |
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Record in the Search Index
| DE-BY-TUM_call_number | 0002 BAU 250f 2016 A 5622 |
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| DE-BY-TUM_katkey | 2236769 |
| DE-BY-TUM_location | 00 |
| DE-BY-TUM_media_number | 040008016466 |
| _version_ | 1824351468473286657 |
| adam_text | |
| any_adam_object | |
| author | Katzenbach, Rolf 1950- Leppla, Steffen Choudhury, Deepankar |
| author_GND | (DE-588)122165063 |
| author_facet | Katzenbach, Rolf 1950- Leppla, Steffen Choudhury, Deepankar |
| author_role | aut aut aut |
| author_sort | Katzenbach, Rolf 1950- |
| author_variant | r k rk s l sl d c dc |
| building | Verbundindex |
| bvnumber | BV043860262 |
| classification_tum | ARC 691f BAU 250f |
| contents | Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Authors -- 1: Introduction -- 2: Basics of geotechnical analysis -- 2.1 Soil-structure interaction -- 2.2 Analysis according to Eurocode 7 (EC 7) -- 2.2.1 Design situations -- 2.2.2 Ultimate limit state (ULS) and serviceability limit state (SLS) -- 2.2.3 Rules for combination factors -- 2.2.4 General procedure of analysis -- 2.2.5 Geotechnical categories -- 2.3 Soil investigation according to Eurocode 7 (EC 7) -- 2.3.1 Soil investigation program -- 2.3.2 Soil investigation for foundation systems 2.3.3 Soil investigation for excavations -- 2.4 Guarantee of safety and optimization by the four-eye principle -- 2.5 Observational method -- References -- 3: Spread foundations -- 3.1 Single and strip foundations -- 3.2 Raft foundations -- 3.3 Geotechnical analysis -- 3.3.1 Basics -- 3.3.2 Distribution of the contact pressure -- 3.3.2.1 System rigidity -- 3.3.2.2 Distribution of the contact pressure under rigid foundations according to Boussinesq -- 3.3.2.3 Stress trapeze method -- 3.3.2.4 Subgrade reaction modulus method -- 3.3.2.5 Stiffness modulus method -- 3.3.3 Geotechnical analysis 3.3.3.1 Analysis of safety against loss of balance because of overturning -- 3.3.3.2 Analysis of safety against sliding -- 3.3.3.3 Analysis of safety against base failure -- 3.3.3.4 Analysis of safety against buoyancy -- 3.3.3.5 Analysis of foundation rotation and limitation of the open gap -- 3.3.3.6 Analysis of horizontal displacements -- 3.3.3.7 Analysis of settlements and differential settlements -- 3.3.3.8 Simplified analysis of spread foundations in standard cases -- 3.4 Examples of spread foundations from engineering practice -- 3.4.1 High-rise building complex of Zürich Assurance |
| ctrlnum | (OCoLC)965509824 (DE-599)BVBBV043860262 |
| discipline | Architektur Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV043860262 |
| illustrated | Illustrated |
| indexdate | 2025-02-17T11:02:34Z |
| institution | BVB |
| isbn | 9781498744775 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029270387 |
| oclc_num | 965509824 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM |
| owner_facet | DE-91 DE-BY-TUM |
| physical | xvi, 298 Seiten Illustrationen |
| publishDate | 2017 |
| publishDateSearch | 2017 |
| publishDateSort | 2017 |
| publisher | CRC Press, Taylor & Francis Group |
| record_format | marc |
| spellingShingle | Katzenbach, Rolf 1950- Leppla, Steffen Choudhury, Deepankar Foundation systems for high-rise structures Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- Preface -- Authors -- 1: Introduction -- 2: Basics of geotechnical analysis -- 2.1 Soil-structure interaction -- 2.2 Analysis according to Eurocode 7 (EC 7) -- 2.2.1 Design situations -- 2.2.2 Ultimate limit state (ULS) and serviceability limit state (SLS) -- 2.2.3 Rules for combination factors -- 2.2.4 General procedure of analysis -- 2.2.5 Geotechnical categories -- 2.3 Soil investigation according to Eurocode 7 (EC 7) -- 2.3.1 Soil investigation program -- 2.3.2 Soil investigation for foundation systems 2.3.3 Soil investigation for excavations -- 2.4 Guarantee of safety and optimization by the four-eye principle -- 2.5 Observational method -- References -- 3: Spread foundations -- 3.1 Single and strip foundations -- 3.2 Raft foundations -- 3.3 Geotechnical analysis -- 3.3.1 Basics -- 3.3.2 Distribution of the contact pressure -- 3.3.2.1 System rigidity -- 3.3.2.2 Distribution of the contact pressure under rigid foundations according to Boussinesq -- 3.3.2.3 Stress trapeze method -- 3.3.2.4 Subgrade reaction modulus method -- 3.3.2.5 Stiffness modulus method -- 3.3.3 Geotechnical analysis 3.3.3.1 Analysis of safety against loss of balance because of overturning -- 3.3.3.2 Analysis of safety against sliding -- 3.3.3.3 Analysis of safety against base failure -- 3.3.3.4 Analysis of safety against buoyancy -- 3.3.3.5 Analysis of foundation rotation and limitation of the open gap -- 3.3.3.6 Analysis of horizontal displacements -- 3.3.3.7 Analysis of settlements and differential settlements -- 3.3.3.8 Simplified analysis of spread foundations in standard cases -- 3.4 Examples of spread foundations from engineering practice -- 3.4.1 High-rise building complex of Zürich Assurance Hochhäuser Musikgruppe (DE-588)16327968-8 gnd Grundbau (DE-588)4022320-6 gnd |
| subject_GND | (DE-588)16327968-8 (DE-588)4022320-6 |
| title | Foundation systems for high-rise structures |
| title_auth | Foundation systems for high-rise structures |
| title_exact_search | Foundation systems for high-rise structures |
| title_full | Foundation systems for high-rise structures Rolf Katzenbach (Technische Universitaet Darmstadt, Germany), Steffen Leppla (Technische Universitaet Darmstadt, Germany), Deepankar Choudhury (Indian Institute of Technology Bombay, Mumbai, Maharashtra, India) |
| title_fullStr | Foundation systems for high-rise structures Rolf Katzenbach (Technische Universitaet Darmstadt, Germany), Steffen Leppla (Technische Universitaet Darmstadt, Germany), Deepankar Choudhury (Indian Institute of Technology Bombay, Mumbai, Maharashtra, India) |
| title_full_unstemmed | Foundation systems for high-rise structures Rolf Katzenbach (Technische Universitaet Darmstadt, Germany), Steffen Leppla (Technische Universitaet Darmstadt, Germany), Deepankar Choudhury (Indian Institute of Technology Bombay, Mumbai, Maharashtra, India) |
| title_short | Foundation systems for high-rise structures |
| title_sort | foundation systems for high rise structures |
| topic | Hochhäuser Musikgruppe (DE-588)16327968-8 gnd Grundbau (DE-588)4022320-6 gnd |
| topic_facet | Hochhäuser Musikgruppe Grundbau |
| work_keys_str_mv | AT katzenbachrolf foundationsystemsforhighrisestructures AT lepplasteffen foundationsystemsforhighrisestructures AT choudhurydeepankar foundationsystemsforhighrisestructures |
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