| Vorliegende Sprache |
eng |
| Hinweise auf parallele Ausgaben |
35096338X Buchausg. u.d.T.: ‡Chen, Xiangfu: Settlement calculation on high-rise buildings |
| ISBN |
978-3-642-15569-7 |
| Name |
Chen, Xiangfu |
| T I T E L |
Settlement Calculation on High-Rise Buildings |
| Zusatz zum Titel |
Theory and Application |
| Verlagsort |
Berlin, Heidelberg |
| Verlag |
Science Press,Beijing and Springer-Verlag Berlin Heidelberg |
| Erscheinungsjahr |
2011 |
| 2011 |
| Umfang |
Online-Ressource (310p. 305 illus., 1 illus. in color, digital) |
| Reihe |
SpringerLink. Bücher |
| Notiz / Fußnoten |
Description based upon print version of record |
| Weiterer Inhalt |
Title Page; Copyright Page; Foreword; Preface; Table of Contents; Chapter 1 Introduction; 1.1 Development of Super High-Rise Buildings and Strategy forProjects with Deep Foundation; 1.1.1 Development and Enlightenment of Overseas Super High-Rise Buildings; 1.1.2 Development and Strategy of Domestic High-Rise Buildings; 1.2 Foundation Settlement Calculation-One of the Three Major Difficulties in Subsoil and Foundation Engineering; 1.3 Progress and Problems in Research on Settlement of Deep Foundations of Super High-Rise Buildings. 1.3.1 Progress of Domestic and Foreign Research on Subsoil Settlement Calculation1.3.2 Progress of Research on Settlement Calculation of Box Foundations of Super High-Rise Buildings; 1.3.3 Progress of Research on Settlement Calculation of Pile Box/Raft Foundations of Super High-Rise Buildings; 1.3.4 Yang Min's Settlement Control Design Method for Pile Foundations; 1.3.5 Progress of Settlement Research on Interaction Among Subgrade, Foundation and Superstructure of Super; 1.3.6 Progress of Numerical Method Research on Settlement Calculation of Deep Foundations of Super High-Rise Buildings. 1.3.7 Major Problems and Prospects of Settlement Calculation of Deep Foundations of Super High-Rise Buildings1.4 Brief Introduction of Research in This Book; Reference; Chapter 2 Practical Models and Parameters for Settlement Calculation of Deep Foundation of Super High-Rise Buildings on Soft Subgrade; 2.1 Winkler Subsoil Model; 2.2 Elastic Half-Space Foundation Model; 2.3 Layered Subsoil Model; 2.4 Double Parameters Elastic Subsoil Model; 2.4.1 Filonenko-Borodich Double Parameters Model; 2.4.2 Hetenyi Double Parameters Model; 2.4.3 Pasternak Double Parameters Elastic Model. 2.5 Cross Isotropic Model2.6 Non-linear Elastic Model; 2.7 Calculation Methods of Subgrade Reaction Coefficient; 2.7.1 The Calculation Method Based on Static Load Test; 2.7.2 Calculation Method Based on Subgrade Deformation Modulus and Poisson Ratio; 2.7.3 Calculation Method Based on Compression Test; 2.7.4 Empirical Calculation; 2.8 Determination of Subgrade Poisson Ratio and Deformation Modulus; 2.8.1 Determination of Subgrade Poisson Ratio; 2.8.2 Determination of Subgrade Deformation Modulus; 2.9 Chapter Summary; References. Chapter 3 Mechanics in the Study on Deep Foundation Settlement of SuperHigh-Rise Buildings3.1 Geostatic Stress and Additional Stress of Subsoil·; 3.1.1 Geostatic Stress of Subsoil; 3.1.2 Additional Stress; 3.2 Contact Pressure and Contact Problems of Foundation Base; 3.2.1 The Distribution of Contact Pressure; 3.2.2 Simplified Calculation of Contact Pressure; 3.2.3 Contact Between Elastic Subsoil and Rigid Foundation; 3.3 Planar Problems of Distribution of Subsoil Stress; 3.3.1 Stress in Subgrade Subjected to Vertical Linear Load (Flamant Solution). 3.3.2 Stress in Subgrade Subjected to Uniformly Distributed Strip Load |
| Titelhinweis |
Buchausg. u.d.T.: ‡Chen, Xiangfu: Settlement calculation on high-rise buildings |
| ISBN |
ISBN 978-3-642-15570-3 |
| Klassifikation |
TGB |
| SCI041000 |
| TEC009070 |
| 620.1 |
| 720.483 |
| 624.15 |
| 690.11 |
| TA349-359 |
| ZH 4660 |
| ZI 3310 |
| ZI 6130 |
| Kurzbeschreibung |
Xiangfu Chen |
| 2. Kurzbeschreibung |
"Settlement Calculation on High-Rise Buildings: Theory and Application" discusses, for the first time, the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-rise buildings with a height of 100m-420m. Rigorously reviewed, this book provides a number of useful methods and a unique practical perspective on settlement calculation of high-rise buildings. It covers soft soil constitutive model and computation parameters, the theory of soil stress and strain, and new methods of settlement calculation in su |
| 1. Schlagwortkette |
Hochhaus |
| Gründung <Bauwesen> |
| Boden-Bauwerk-Wechselwirkung |
| Setzung |
| Mathematisches Modell |
| 1. Schlagwortkette ANZEIGE DER KETTE |
Hochhaus -- Gründung -- Boden-Bauwerk-Wechselwirkung -- Setzung -- Mathematisches Modell |
| 2. Schlagwortkette |
Hochhaus |
| Gründung <Bauwesen> |
| Boden-Bauwerk-Wechselwirkung |
| Setzung |
| Mathematisches Modell |
| ANZEIGE DER KETTE |
Hochhaus -- Gründung -- Boden-Bauwerk-Wechselwirkung -- Setzung -- Mathematisches Modell |
| SWB-Titel-Idn |
356115887 |
| Signatur |
Springer E-Book |
| Bemerkungen |
Elektronischer Volltext - Campuslizenz |
| Elektronische Adresse |
$uhttp://dx.doi.org/10.1007/978-3-642-15570-3 |
| Internetseite / Link |
Volltext |
| Siehe auch |
Volltext |
