Posted by: 3fan - 06-13-2012, 10:18 AM - Forum: ISO
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EN ISO 12100-2 - Safety of machinery - Basic concepts, general principles for design - Part 2: Technical principles
Author: CEN members | Size: 570 KB | Format:PDF | Quality:Original preprint | Publisher: EUROPEAN COMMITTEE FOR STANDARDIZATION | Year: 2003 | pages: 43
This document (EN ISO 12100-2:2003) has been prepared by Technical Committee ISO/TC 199
"Safety of machinery" in collaboration with Technical Committee CEN/TC 114 "Safety of
machinery", the secretariat of which is held by DIN.
This European Standard shall be given the status of a national standard, either by publication of
an identical text or by endorsement, at the latest by May 2004, and conflicting national standards
shall be withdrawn at the latest by May 2004.
This document supersedes EN 292-2:1991.
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I wanted to share a high end Single family residence plans
It is a 2 storey structure basically
And it is on piles. Grade beams and Structural slabs has been designed.
The layout plans has been changed by the Architect and owner so many times. They kept removing supports, making larger rooms, larger spans. Not realizing that we had limited depths for beams.
Air condition duct locations was not even designed yet
I had to construct a 3D object-based model in order to make quick changes and keep up with them.
Finally It was built successfully
I would add the finish pictures when I find it.
Enjoy
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The uploaded file is almost ready for permit submission (21 pages) (8 Mb) in pdf format (pages are 24 x 36 inches)
It has details, notes, sections etc.
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Earthquake thermodynamics offers us a microscopic model of earthquake sources. Through the thermodynamic approach, the authors arrive at the fascinating question of posssibility of earthquake prediction. In general, the Earth is considered here as a multicomponent system. Transport phenomena as well as wave propagation and shock waves are considered in this system subjected also to chemical and phase transformations.
Contents
PART I THERMODYNAMICS AND PHASE TRANSFORMATIONS IN THE EARTH'S INTERIOR
Chapter 1 The Composition of the Earth
Chapter 2 Thermodynamics of Chaos and Fractals Applied: Evolution of the Earth and Phase Transformations
Chapter 3 Nonequilibrium Thermodynamics of Nonhydrostatically Stressed Solids
Chapter 4 Experiments on Soret Diffusion Applied to Core Dynamics
PART II STRESS EVOLUTION AND THEORY OF CONTINUOUS DISTRIBUTION OF SELF-DEFORMATION NUCLEI
Chapter 5 Deformation Dynamics: Continuum with Self-Deformation Nuclei
Chapter 6 Evolution, Propagation, and Diffusion of Dislocation Fields
Chapter 7 Statistical Theory of Dislocations
PART III EARTHQUAKE THERMODYNAMICS AND FRACTURE PROCESSES
Chapter 8 Thermodynamics of Point Defects
Chapter 9 Thermodynamics of Line Defects and Earthquake Thermodynamics
Chapter 10 Shear Band Thermodynamic Model of Fracturing
Chapter 11 Energy Budget of Earthquakes and Seismic Efficiency
Chapter 12 Coarse-Grained Models and Simulations for Nucleation, Growth, and Arrest of Earthquakes
Chapter 13 Thermodynamics of Fault Slip
Chapter 14 Mechanochemistry: A Hypothesis for Shallow Earthquakes
Chapter 15 The Anticrack Mechanism of High-Pressure Faulting: Summary of Experimental Observations and Geophysical Implications
Chapter 16 Anticrack-Associated Faulting and Superplastic Flow in Deep Subduction Zones
Chapter 17 Chaos and Stability in the Earthquake Source
Chapter 18 Micromorphic Continuum and Fractal Properties of Faults and Earthquakes
Chapter 19 Physical and Chemical Properties Related to Defect Structure of Oxides and Sihcates Doped with Water and Carbon Dioxide
PART IV ELECTRIC AND MAGNETIC FIELDS RELATED TO DEFECT DYNAMICS
Chapter 20 Electric Polarization Related to Defects and Transmission of the Related Signals
Chapter 21 Laboratory Investigation of the Electric Signals Preceding the Fracture of Crystalline Insulators
Chapter 22 Diffusion and Desorption of O" Radicals: AnomaHes of Electric Field, Electric Conductivity, and Magnetic Susceptibility as Related to Earthquake Processes
Chapter 23 Electric and Electromagnetic Fields Related to Earthquake Formation
Chapter 24 Tectono- and Chemicomagnetic Effects in Tectonically Active Regions
PART V THERMODYNAMICS OF MULTICOMPONENT CONTINUA
Chapter 25 Thermodynamics of Multicomponent Continua
Index
Previous Volumes in Series
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I have a question: is there possibility to make a virtual copy of a hardlock key wich it is used for a software? Even it is for student version. Please help me with this problem.
I will be very thnakful.
Many thanks in advance!
3fan
It is intended for both the graduate student and the practicing engineer. Previous knowledge of the subject is not necessary, but familiarity with methods of elastic analysis and conventional LRFD design is expected. The advanced analysis in the book is presented in a practical and simple manner, with attention directed to both analysis and design, emphasizing the direct use of the methods in engineering practice. This is a great introduction to an exciting new trend in structural engineering!
Dynamic stability of non-linear shells of revolution under consideration of the fluid–soil–structure interaction
Author: W. Wunderlich, B. Schäpertöns, C. Temme | Size: 1 MB | Format:PDF | Quality:Original preprint | Publisher: Wiley, Journal International Journalfor Numerical Methods in Engineering | Year: 15 August 1994 | pages: 2679–2697
The dynamic behaviour of liquid-filled shells of revolution is investigated considering the soil–structure interaction and the fluid–structure interaction, respectively. In the circumferential direction the loads and variables are approximated by Fourier series. The shell is modelled through shell ring elements including non-linear behaviour, coupled with isoparametric continuum ring elements and special infinite elements for the soil and isoparametric pressure ring elements for the fluid. Transient loadings like earthquake excitation and the non-linearities of the shell and the soil require an analysis in the time domain. To reduce the size of the problem, linear parts of the system are condensed by the substructure technique. The soil region is divided into two parts, a near field permitting non-linearities like plastification or uplifting of the shell, and a far field for the treatment of radiation of energy.
The boundary conditions for the shell footing have a strong influence on the distribution of the axial membrane forces and, hence, on the stability limit, which is mostly governed by plastic collapse and caused by the dynamically activated pressure acting on the tank wall. It is shown how the soil properties influence the dynamic stability of the shell under harmonic excitation and under realistic earthquake motion.
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