FREE BOOKS

Author's List




PREV.   NEXT  
|<   22   23   24   25   26   27   28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46  
47   48   49   50   51   52   53   54   55   56   57   58   59   60   61   62   63   64   65   66   67   68   69   70   71   >>   >|  
able: 1. Fractures or dislocations (chiefly in the masonry of buildings), which afford two principal sources and sorts of information, namely: _a._ From the observed _directions of fractures or fissures_, by which the _wave path_, and frequently the _angle of emergence_, may be immediately inferred. _b._ Information from the preceding, united with known conditions as to the strength of materials to resist _fracture_, by which the _velocity_ of the fracturing impulse may be calculated. 2. The overthrow or the projection, or both, of bodies large or small, simple or complex. From these we are enabled to infer: _c._ By direct observation, the _direction in azimuth_ of the wave path. _d._ By measurements of the horizontal and vertical distances of overthrow or of projection, to infer either the _velocity_ of projection, or _angle of emergence_. Fractures by shock present their planes always nearly in directions transverse to the wave path. Projections or overthrow take place (unless secondarily disturbed) in the line of the wave path, or in the vertical plane passing through it: but the direction of fall or overthrow may be either in the same direction as the wave transit (_i.e._, as the motion of the wave particle in the first semiphase), or contrary to it. It is thus obvious that the principal phenomena presented by the effects of earthquake shock upon the objects usually occurring upon the surface of the inhabited parts of the earth, resolve themselves into problems of three orders, and are all amenable to mechanical treatment, viz.: 1. Problems relating to the direction and amount of velocity producing fracture or fissures. 2. Problems relating to the single or multiplied oscillations of bodies, considered as compound pendulums. 3. Problems referable to the theory of projectiles. These three may combine in several cases, and on the part of the observer must combine with measurements, angular and linear, and with geodetic operations to be conducted in the shaken country. The methods of application in detail are described fully, as well as their actual application and results, in my work published in 1862 (2 vols.), entitled "The First Principles of Observational Seismology, as developed in the Report to the Royal Society of London of the Expedition made by Command of the Society into
PREV.   NEXT  
|<   22   23   24   25   26   27   28   29   30   31   32   33   34   35   36   37   38   39   40   41   42   43   44   45   46  
47   48   49   50   51   52   53   54   55   56   57   58   59   60   61   62   63   64   65   66   67   68   69   70   71   >>   >|  



Top keywords:

direction

 

overthrow

 

projection

 

velocity

 

Problems

 

relating

 
fracture
 

measurements

 

application

 
Fractures

principal

 

bodies

 

fissures

 

combine

 
directions
 

Society

 
emergence
 

vertical

 

single

 

pendulums


referable
 

compound

 

considered

 

oscillations

 

multiplied

 
treatment
 

surface

 

inhabited

 

occurring

 

effects


earthquake

 

objects

 

resolve

 

theory

 

amount

 
mechanical
 

amenable

 
problems
 

orders

 

producing


observer

 
published
 

Expedition

 

actual

 

results

 

London

 
Seismology
 

developed

 
Observational
 
Principles