Machine Foundations Analysis Newtonian （机基础分析牛顿）.pdfVIP

Machine Foundations Analysis THEORETICAL MANUAL REV. 12.2 CLOCKWORK THEORETICAL MANUAL I.C.:TM-12.2 Page: 2 COPYRIGHT The computer program CLOCKWORK and all associated documentation are proprietary and copyrighted products. Worldwide rights of ownership rest with NEWTONIAN MACHINES®. Unlicensed use of the program or reproduction of the documentation in any form, without prior written authorization from NEWTONIAN MACHINES® is explicitly prohibited. NEWTONIAN MACHINES® ANDRÉS DE FUENZALIDA 147 PROVIDENCIA, SANTIAGO, CHILE Tel: (+56 2) 2 Email: contact@ Web: CLOCKWORK THEORETICAL MANUAL I.C.:TM-12.2 Page: 3 CONTENT I. INTRODUCTION 4 1. MACHINE FOUNDATION DESIGN AND CLOCKWORK 6 2. THE IMPEDANCE METHOD 7 2.1 COORDINATE SYSTEM 7 2.2. IMPEDANCES8 3. LIBRARY OF FOUNDATION IMPEDANCES 10 4.1. INDIVIDUAL PILE 15 4. OTHER DYNAMIC CAPABILITIES 18 REFERENCES 19 CLOCKWORK THEORETICAL MANUAL I.C.:TM-12.2 Page: 4 I. INTRODUCTION The fundamental problem of Machine Foundation analysis can be posed as illustrated in Fig. I.1 Fig I.1. a) Machine foundation harmonically excited over two layers and half-space medium. b) Machine foundation embedded over half-space upon an arbitrary excitation. c) Piled Machine foundation harmonically excited over half-space medium. A rigid foundation bears on an elastic soft soil which ex