3270 



Stability of Elastic Systems 



3270 



Beams of uniform strength, especially their 



application tp bridges, etc. Kopcke, C. 



Hann. Z. Archt.-Vr. 4 (1858) 292-. 

 under end loading, determination. 



Chaudy, F. Gen. Civ. 23 (1893) 85-. 

 Breakwaters , and impact of waves . A uria , L . d ' . 



Franklin I. J. 130 (1890) 373-; 131 (1891) 



49-. 

 Bridges, arches of maximum stability. Yvon- 



Villarceau, A. J. F. [1845-89] Par. Mm. 



Sav. Etr. 12 (1854) 503- ; C. E. 88 (1879) 45 ; 



Par. Ac. Sc. Mm. 43 (1889) 133 + [140] pp. 

 , . Saint- Guilhem, P. D. Toul. 



Mm. Ac. 2 (1858) 213-. 

 , , Yvon Villarceau's theory. 



Saavedra, E. C. K. 67 (1868) 583-. 

 , continuous girders. Kleitz, C. [1875-76] 



A. Pon. Chauss. 11 (1876) 115- ; 13 (1877) 



21-. 



, elliptical vaulting with masonry super- 

 structure, formulae. Fabian, H. W. Forster 



Al. Bauztg. 42 (1877) 85-. 

 , funicular, Gisclard system. Jorini, A. F. 



Gen. Civ. 20 (1891-92) 318-. 

 _, , . Merley, W. [1892] Gen. Civ. 



22 (1892-93) 142-. 

 , iron, warping of girders. Perisse, J. S. 



C. E. 90 (1880) 1413- ; Par. Ing. Civ. Mm. 



(1881) (2) 555-. 

 , , . Bresse, J. A. C. C. E. 93 



(1881) 948-. 

 , , . Gaudard, J. Gn. Civ. 23 



(1893) 153-, 172-. 

 , masonry. Caldarera, F. Palermo G. Sc. 



Nt. 3 (1867) 35-. 

 , metallic arch, stability. Resal, H. A. A. 



Pon. Chauss. 4 (1882) 329-. 

 , , stability, calculation. Lefort, P. A. F. 



C. E. 81 (1875) 214-. 

 ,,, (Lefort) . Saint - Venant, A.J.C.B. 



de. C. E. 81 (1875) 459-. 

 , , strength. Baker, (Sir) B. B. A. Ep. 



(1885) 1182-. 

 , skew, masonry. Leblanc, C. Par. A. Pon. 



Chauss. 11 (1856) 54-. 

 , stone, equilibrium. Manilius, J. Brux. 



A. Tr. Pbl. 7 (1848) 161-. 

 , suspension-, conditions of stability. Car- 



vallo, J. C. E. 31 (1850) 3-; Par. A. Pon. 



Chauss. 4 (1852) 211-. 

 Buildings and iron frameworks. Hacker, H. 



Hann. Archt.-Vr. Z. 45 (1899) 51-. 

 Carriages. Coriolis, G. Par. J. EC. Pol. 24 e 



cah. (1835> 155-. 

 Chimney shafts. Button, E. J. Eng. S. T. 



(1887) 150-. 

 . Rossigneux, P. Gen. Civ. 19 (1891) 



27-, 42-. 

 Columns, equilibrium. Pagani, G. M. [1838] 



Tor. Mm. Ac. 1 (1839) 355-. 

 Dams of great length and height. Lencauchez, 



A. Par. Ing. Civ. Mm. (1897) (Pt. 2) 666-. 

 Docks, basin walls, cylindrical, stability and 



strength. Undeutsch, H. Giving. 23 (1877) 



289-. 

 , floating, shearing and bending. Jdhrens, 



A. Hann. Archt.-Vr. Z. 46 (1900) 51-. 



Domes. Tarn, E. W. [1866] E. S. P. 15 



(1867) 182- , 266-. 

 , graphic statics. Wagner, F. von. Z. 



Bauw. 32 (*1882) 51-. 

 Eiffel tower. Crawford, G. E. [1889] Bristol 



Nt. S. P. 6 (1891) 142-. 



. Bassot, . C. E. 125 (1897) 903-. 



Fly wheel, breakage. Dechamps, H. Ev. Un. 



Mines 22 (1893) 229-. 

 , elastic, advantages. Lecornu, L. C. E. 



131 (1900) 253-. 

 explosions. Manning, C, H. Am. As. 



P. (1900) 153-. 

 , case. Planet, E. de. Toul. Ac. Sc. 



Mm. 6 (1874) 401-. 



Frameworks, large, and deformation of com- 

 pressed pieces. Berard, A. C. E. 126 (1898) 



1008-. 

 Girders, increase of strength by horizontal 



tension. Saalschiltz , L. [1877] Konigsb. 



Schr. 18 (1878) (Ab.) 1-. 

 , lattice. Anspach, L. Ev. Un. Mines 50 



(1900) 1-. 

 Greatest height of mast or tree consistent with 



stability. Greenhill, A. G. [1881] Camb. 



Ph. S. P. 4 (1883) 65-. 

 Grindstones, and new formulae for cylindrical 



bodies. Desmousseaux de Givre, . Par. 



Ing. Civ. Mm. (1863) 285-. 

 Iron structures. Williams, W. M. V. Nost. 



Eng. Mg. 10 (1874) 336-. 

 Lighthouse, Ar-men. Audra, R. G6n. Civ. 



1 (*1880-81) 125-. 

 Masonry dams. Soleirol, J. F. Metz Mm. 



Ac. 22 (1840-41) 191-. 



, deformation. Souleyre, . A. Pon. 

 Chauss. 18 (1889) 442-. 



, high, strains. Gould, E. S. V. Nost. 



Eng. Mg. 30 (1884) 265-. 



for reservoirs, resistance. Barbet, . 



A. Pon. Chauss. (1899) (Trim. 1) 22-. 



, trapezium rule, legitimacy of applica- 

 tion. Levy, M. C. E. 126 (1898) 1235-. 



with triangular section, elastic equi- 

 librium. Levy, M. C. E. 127 (1898) 10-, 

 140. 



masses. Souleyre, A. [1895] Gen. Civ. 

 28 (1895-96) 28-, 40-. 



Masses, greatly compressed, without cohesion, 



equilibrium. Boussinesq, J. C. E. 80 (1875) 



546-, 623-. 

 , stability, movement and rupture. Clavenad, 



. A. Pon. Chauss. 13 (1887) 593-; 14 



(1887) 757-. 

 , thick, strength. Ribiere, . C. E. 126 



(1898) 1190-. 

 Molecules, system, equilibrium under strain. 



Warburg, E. [1878] Freiburg B. 7 (1880) 



225-. 

 Piers, metal, internal equilibrium. Allievi, . 



Em. E. Ac. Line. T. 6 (1882) 257-. 



and shafts of great height. Leygue, L. A. 

 Pon. Chauss. 11 (1886) 871-. 



(Leygue). Eiffel, G. A. 



Pon. Chauss. 12 (1886) 836-. 

 Pile work. Brennecke, L. Hann. Archt.-Vr. 



Z. 39 (1893) 29-. 



288 



