3280 Arches 



Principles of Construction 



Arches 3280 



circular, geometrical construction. Fagnoli, G. 



[1847] Bologna Mm. Ac. Sc. 1 (1850) 609-. 

 , influence of position of truss-rods on 



strength. Brune, E. A. Pon. Chauss. 14 



(1877) 105-. 

 construction, application of apparatus for 



statical and practical experiments. Heinzer- 



ling, F. [1868] Z. Bauw. 19 (1869) 89-. 

 , Indian method. Mackintosh, . As. 



Kesearches 14 (1822) 476-. 

 curves, method for. Thomson, J. Silliman 



J. 24 (1833) 73-. 

 used in building men-of-war, origin, and 



application to arches and vaults. Linotte, 



L. Bologna Opusc. Sc. 3 (1819) 247-. 

 and domes, theories. Anon, (vi 1219) Tilloch 



Ph. Mg. 38 (1811) 387-, 409-. 

 elastic. Eddy, H. T. Am. J. Mth. 1 (1878) 



241-. 

 . Guidi, C. Tor. Ac. Sc. Mm. 36 (1885) 



181-. 

 , graphic statics. Fontviolant B. de. C. R. 



110 (1890) 697- ; Par. Ing. Civ. Mm. (1890) 



(Ft. 1) 402-. 

 , Rankine's theory. Young, A. E. I. CE. 



P. 131 (1898) 323-. 

 elliptical cast-iron, experiments. Chappe, T. F. 



(vi Adds.) CE. I. P. 18 (1858-59) 349-. 

 equilibrium, and form of keystones. Bertini, 



M. [1837] Lucca At. Ac. 10 (1840) 1-. 

 of equilibrium, theory of form and pressure. 



Seggiaro, P. II Polit. 2 (1866) (Tech.) 356-, 



411-, 489-; 3 (1867) (Tech.) 27-, 175-. 

 expansion. Rennie, G. CE. I. P. 1 (1840) 4- ; 



3 (1842) 201-. 

 false position method for determining. Ovaz- 



za, E. Tor. Ac. Sc. At. 31 (1895) 160- 



or 206-. 

 Gothic, origin and theory. Young, M. [1789] 



Ir. Ac. T. 3 (1790) 55-. 

 groined, strength and volume. Metcalf, L. 



Am. S. CE. T. 43 (1900) 37-. 

 intrados, curves for. Booth, W. H. V. Host. 



Eng. Mg. 30 (1884) 353-. 

 iron. Kernot, W. C. [1875] Viet. R. S. T. 



13 (1878) 81-. 

 , graphic determination of internal stresses. 



Guidi, C. Rm. R. Ac. Line. Mm. 4 (1879) 



3-. 

 , loaded. Albaret, . Par. A. Pon. Chauss. 



2 (1861) 90- ; 4 (1862) 305-. 

 , maximum elastic deformation. Fontvio- 

 lant, B. de. C. R. 114 (1892) 410; Par. Ing. 



Civ. Mm. (1892) (Pt. 1) 198-. 

 of large span, curves of neutral axis. Lebert, 



E. A. Pon. Chauss. (1900) (Trim. 4) 74-. 

 masonry, theory and design. Burr, W. H. 



[1898] Sch. Mines Q. N. Y. 20 (1899) 1-. 

 Oakley arch, design and erection. Crowell, 



J. F. Am. S. CE. T. 23 (1890) 155-. 

 parabolic, and catenary of equal height, etc., 

 comparative strength. Belliard, J. A. A. 

 Pon. Chauss. 10 (1895) 415-. 

 , circular. Belliard, J. A. A. Pon. 



Chauss. 9 (1895) 375-. 



, elliptic. House, H. Forster Al. Bauztg. 

 49 (1884) 12-, 17-, 25-, 41- ; 50 (1885) 44-, 

 49-, 57-, 69-, 77-. 



parabolic, of great height, determination of 



section. Belliard, J. A. A. Pon. Chauss. 

 8 (1894) 54-. 

 pressures, calculation, French methods. Gould, 



E. S. V. Nost. Eng. Mg. 30 (1884) 142-. 

 principles. T. T. (vi Adds.) Tilloch Ph. Mg. 



46 (1815) 241-. 

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



29 (1883) 449-. 

 rampant, properties. Gorton, T. Silliman J. 



27 (1835) 303-. 

 rigid, resistance, calculation. Hulewicz, M. 



Par. T. Nauk Sc. Pam. 11 (*1879) Art. 3, 



vertical forces, curve of equilibrium. 



Fuller, G. I. CE. P. 40 (1875) 143-. 

 solid and braced, theory. Cain, W. V. Nost. 



Eng. Mg. 21 (1879) 265-, 353-, 443-. 

 with solid support. Eitter, W. Z. Bauw. 



26 (1876) 277-. 

 stiffening by disjoined framework with parallel 



flanges* Schaff'er, T. Z. Bauw. 21 (1871) 



59. 

 stone, theory, complete. Sang, E. Edinb. 



R. S. P. 8 (1875) 479-. 

 supported, and rigid suspension bars, graphic 



statics. Kherndl, A. [1896] Mth. Tennt. 



Ets. 15 (1897) 1-. 

 supporting walls. Adams, Jas. Thomson A. 



Ph. 9 (1817) 448-. 

 and suspension chains, strain. Anon, (vi 479) 



Franklin I. J. 44 (1862) 240-, 300-. 

 theory. Macnair, A. H. Medley I. Eng. 



3 (1866) 239-. 

 . Allan, (Prof.) W. V. Nost. Eng. M.g. 



10 (1874) 97-, 193-, 289-, 385-. 



. Richardson, C. [1887] Bristol Nt. S. P. 



5 (1888) (Eng. Sect.) 95-. 

 thickness. Ellet, C. Franklin I. J. 26 (1853) 



79. 

 thrust. Barlmv, W. H. (vi Adds.) CE. I. P. 



5 (1845) 162-. 

 trussed. Wood, De V. Franklin I. J. 47 



(1864) 223-. 



and trusses, iron surbased. Darcel, . Par. 

 . A. Pon. Chauss. 4 (1862) 60-; 9 (1865) 1-. 

 4 types, use for bridges, viaducts and trusses. 



Souleyre, . A. Pon. Chauss. 11 (1896) 



600-. 

 voussoir, theories. Cain, W. V. Nost. Eng. 



Mg. 13 (1875) 514-. 

 , theory. Cain, W. V. Nost. Eng. Mg. 



11 (1874) 289-, 385-; 20 (1879) 52-, 97-, 

 201-. 



Basket-handle Arches and Curves. 



Mengin, . Nancy Tr. S. Sc. (1816-18) 22-. 

 Lerouge, . [1838] Par. A. Pon. Chauss 



18 (1839) 335-. 

 Baudien, A. A. Cond. Pon. Chauss. 11 (1867) 



94-, 123-, 256-. 

 Hutellier, , & Rottee, . A. Cond. Pon. 



Chauss. 12 (1868) 166-, 197-. 

 3-centred. Humbert, . (vii) A. Cond. Pon. 



Chauss. 2 (1858) 328-. 



. Fichera, F. Catania Ac. Gioen. At. 20 

 323-. 



291 



T2 



