3260 Permanent Way 



vibrations, seismometric measurements. Ewing, 



J. A. B. S. P. 44 (1888) 394-. 

 wheel concentrations and fatigue formulae. 



Lindenthal, G., & others. Am. S. CE T 42 



(1899) 189-. 



Concentrated rolling loads. Hildreth, R. W. 



Sen. Mines Q. N. Y. 8 (1887) 317-. 

 Load moving along horizontal bar fixed at ends. 



Boussinesq, J. C. K. 97 (1883) 897-. 



PERMANENT WAY OF RAILWAYS. 



Loewe, F. Forster Al. Bauztg. 53 (1888) 1-, 



9-, 17-. 

 elasticity. Caille, J. C. Par. Ing. Civ. Mm. 



(1874) 133-. 

 rails, deformation under impulsive pressure. 



Brauning, C. Z. Bauw. 43 (1893) 445-. 

 , and wear, tests. Brauning, . Z. 



Bauw. 46 (1896) 545-. 

 , destruction by excessive weights. Dodge, 



J. T. Am. S. CE. T. 20 (1889) 121-. 

 , levels, alteration. Brauning, C. Z. Bauw. 



50 (1900) 105-. 



, motion. Sorel, G. Ev. Sc. 1 (1894) 362-. 

 , , and fastening to sleepers. Brauning, 



C. Z. Bauw. 42 (1892) 247-. 

 , stress due to moving trains. Howard, J. E. 



N. Y. Ac. A. 11 (1898) 104-. 

 , , use of stremmatograph. 



Dudley, P. H. N. Y. Ac. A. 11 (1898) 89-. 

 strains. Zimmermann, . Z. Bauw. 37 (1887) 



123-. 

 . Schwedler, J. W. Z. Bauw. 39 (1889) 



85-, 365-. 

 , calculation. Francke, A. Hann. Archt.- 



Vr. Z. 40 (1894) 467-. 

 undulations. Dudley, P. H. [1897] N. Y. 



Ac. T. 16 (1898) 139- ; Sch. Mines Q. N. Y. 



18 (1897) 119-. 

 wheels passing over joints in rails, effect. 



Considere, A. C. E. 101 (1885) 992-. 



Stability of Elastic Systems 3270 



Wire-rope transport, aerial. Thierry, . A. 



Cond. Pon. Chauss. 41 (1897) 761-, 801-. 

 , , cables, dimension, determination. 



Leaute, H. Gen. Civ. 6 (1884-85) 267-. 

 , , , tension. Babu, L. A. Mines 



8 (1895) 621-. 



3270 Stability of elastic systems. 



Bryan, G. H. Camb. Ph. S. P. 6 (1889) 199-. 

 Annular structures. Jorini, A. F. Mil. I. 



Lomb. Ed. 24 (1891) 624-. 

 Arches. Snell, G. CE. I. P. 5 (1846) 439-. 

 . Pratt, J. H. (vni) Ph. Mg. 26 (1863) 



262-. 

 . Gould, E. S. V. Nost. Eng. Mg. 13 



(1875) 226-. 



V. Nost. Eng. Mg. 15 (1876) 



I. CE. P. 58 (1879) 310-. 

 A. Pon. Chauss. 7 (1884) 



. Ware, L. S. 



33-. 



. Gaudard, J. 

 . Gilliot, . 



260-. 

 , bridges, roofs, statics. Delanges, P. [1802] 



Mod. S. It. Mm. 10 (1803) 183-. 

 , equilibrium. Moseley, H. [1833] Camb. 



Ph. S. T. 5 (1835) 293-. 

 , . St. John, S. A. E. E. Pp. 1 (1851) 



Straight beams and periodic loads. Duplaix, 



M. Par. Ing. Civ. Mm. (1897) (Pt. 2) 331-. 

 , resistance. Phillips, E. A. Mines 7 



(1855) 467-; C. E. 46 (1858) 30-; 59 (1864) 



658-; 63 (1866) 945-. 

 , transverse strength. 



Giving. 29 (1883) 363-. 

 Stresses in lattice girders. Otten, G. Santiago 



de Chile Un. A. 84 (1893) 653-. 

 and beams, graphic determination. 



Guidi, C. [1879] Em. E. Ac. Line. Mm. 5 



(1880) 3-. 

 Uniform loads equivalent to travelling loads. 



Kleitz, C. A. Pon. Chauss. 14 (1877) 549-. 

 . Eddy, H. T. Am. As. P. 



(1887) 161 ; Z. Bauw. 40 (1890) 397-. 

 . Jorini, A. F. Mil. I. 



Lomb. Ed. 26 (1893) 416-. 

 Wire-rope transport, aerial. Berger, L. A. 



Mines 5 (1884) 430-. 

 , . Bochet, , & Lebreton, . A. 



Mines 9 (1886) 185-. 

 , . Aubert, . A. Cond. Pon. 



Chauss. 32 (1888) 88-. 



, iron, testing. Durand-Claye, A. A. Pon. 

 Chauss. 15 (1868) 109-. 



loaded after Schwedler's formula. Ferria, 

 G. G. Tor. Ac. Sc. At. 25 (1890) 510-. 



, masonry, loaded. Wiirtele, A. S. C. Am. 



S. CE. T. 23 (1890) 1-. 

 , , strength, Saint-Guilhem's formulae. 



Decomble, . A. Pon. Chauss. 17 (1869) 



525-. 

 , parabolic, of great height, strength. 



Belliard, . A. Pon. Chauss. 6 (1893) 759-. 

 , surbased, strength. Collignon, E. A. 



Pon. Chauss. 19 (1890) 385-. 

 , relation of united strain and thrust. 



Greenleaf, J. L. Sch. Mines Q. N. Y. 6 



(1885) 209-. 

 , stone, stability and strength. Swain, G. F. 



V. Nost. Eng. Mg. 23 (1880) 265-. 



and vaults, metallic. Perrodil, de. A. 

 Pon. Chauss. 19 (1880) 218-. 



Almquist, P. W. , . Ceradini, C. Cuyper Ev. Un. 



12 (1882) 1-. 

 Beacon towers. Carvallo, J. C. E. 



1064-. 

 Beams, loaded, tendency to break. Smith. 



Arch. Camb. Mth. J. 1 (1839) 276-. 

 , long, under transverse forces. Michell, 



A. a. M. Ph. Mg. 48 (1899) 298-. 

 , straight, loaded vertically, experimental 



researches. Prtaudeau, de. A. Pon. 



Chauss. 7 (1894) 498-. 



of uniform strength. W., D. Franklin I. 

 J. 43 (1862) 109-. 



. Robinson, S. W. V. Nost. Eng. 



Mg. 16 (1877) 199-. 

 . Wood, De V. V. Nost. Eng. Mg. 



16 (1877) 564-. 

 . Leaute; H. C. E. 95 (1882) 



1219-. 



287 



