Principles of Construction 



WIND PRESSURE ON STRUCTURES. 



bridges. Smith, C. S. [1880] Am. S. CE. 



T. 10 (1881) 139-. 

 design of structures to resist. Bender, C. B. 



I. CE. P. 69 (1882) 80-. 

 girders, straight iron, with or without load. 



Bonhomme, P. A. Cond. Pon. Chauss. 37 



(1893) 98-, 133-. 

 high buildings, bracing. Quimby, H. H. Am. 



S. CE. T. 27 (1892) 221-. 

 , . Waite, G. B. [1894] Am. S. CE. 



T. 33 (1895) 190- . 

 measurement. Nipher, F. E. St. Louis Ac. 



T. 8 (1898) 1-. 

 , best means. Brit. Ass., Comm. B. A. Ep. 



(1882) 315-. 

 roofs. Guidi, C. Tor. Ac. Sc. At. 19 



(*1883) 373-. 

 . Keller, G. Bv. Un. Mines 27 (1894) 



101-. 

 and inclined surfaces. Kinealy, J. H. St. 



Louis Ac. T. 5 (1892) 337-. 

 and stability. Campbell, F. A. [1886] Viet. 



B. S. T. 23 (1887) 39-, 58-. 

 of gas-holders. Levy, M. A. Mines 5 



(1874) 481-. 

 viaducts, resistance to sudden gusts. Gaudard, 



J. I. CE. P. 69 (1882) 120-. 

 wind stresses in bridges of 2 spans. Winkler, 



E. Giving. 40 (1884) 111-. 

 girder bridges. Foppl, A. Civing. 35 



(1889) 87-. 

 hinge-jointed bridges. Kohfahl, R. 



Civing. 23 (1877) 577-. 



3280 Principles of construction, 

 including approximate formula 

 for resistance of materials. (See 

 also 0062 and 1250.) 



Amphitheatre of Nimes, curve. Saint-Laurent, 



T. de. Gard Mm. Ac. (1840-41) 16-. 

 Anchors, best form. Chapman, F. H. Stockh. 



Ac. Hndl. 17 (1796) 1-. 

 , formation. 'Pearse, J. [1828] Edinb. 



J. Sc. 10 (1829) 220-. 

 , manufacture, France and Bussia. Tout- 



schemsky, . A. Mines 4 (1863) 473-. 

 Aqueduct, Acheres (France). Anon. A. Cond. 



Pon. Chauss. 40 (1896) 426-. 

 , La Pfaz, near Modane, theory. Laponche, 



A. St. Et, Bll. S. In. Mn. 13 (1899) 793-. 

 , Boman, Lyons. Gasparin, (lecomte) de. 



[1855] Lypn Mm. Ac. 6 (1856) 202-. 

 , Boquefavour (Marseilles canal). Rennie, G. 



CE. I. P. 14 (1854-55) 190-. 

 , Sezze (Italy). Burri, R. G. Arcad. 143 



(1856) 310-. 

 Aqueducts. Maurice, A. A. Cond. Pon. 



Chauss. 11 (1867) 35-, 61-. 

 etc., formula and tables. Fraisse, A. A. 

 . Cond. Pon. .Chauss. 14 (1870) 326-; 15 



(1871) 52. 



Arches 3280 



Aqueducts, Boman. Belgrand, E. A. C. 24 

 (1871) 81-; C. B. 73 (1871) 170-. 



, skew. Favie, F. (vn) A. Cond. Pon. 

 Chauss. 6 (1862) 145- ; 8 (1864) 8-. 



, slabs for covering, dimensions. Decomble, 

 . [1871] (ix) A. Pon. Chauss. 3 (1872)174-. 



ARCHES, DOMES AND VAULTS. 

 Arches. 



Cavalli, G. [1858] Tor. Mm. Ac. 19 (1861) 



143-. 

 arcade, construction under given conditions. 



Marrecas Ferreira, L. F. G. Teix. J. Sc. 



2 (1880) 42-. 

 bending lines. Barkhausen, . Hann. Archt.- 



Vr. Z. 31 (1885) 159-. 

 of bent wood, calculations. Beaufort, N, J. 



Brux. A. Tr. Pbl. 16 (1857-58) 289-. 

 , flexure. Lamarle, E. Brux. A. Tr. 



Pbl. 16 (1857-58) 297-. 

 best form, and covered ways. Young, (Dr.) T. 



Nicholson J. 18 (1807) 241-. 

 of brickwork and Portland cement, experi- 

 mental. Perrodil, de. A. Pon. Chauss. 



4 (1882) 111-, 

 bridge-arches. Forster, C. F. L. Forster Al. 



Bauztg. 16 (1851) 163-. 



, construction. Gaudard, J. A. G&i. 

 Civ. 1 (1872) 503-, 676-, 727-, 821-. 



, , analytico-graphical, with reference 



to greatest one-sided load. Heinzerling, F. 

 Z. Bauw. 22 (1872) 423-, 559-. 



, curve of equilibrium. Bocci, D. G. 

 Arcad. 15 (1859) 209-. 



, formula and table. Trautwine, J. C. 

 Franklin I. J. 38 (1859) 301-. 



with infinite radius of curvature at tan- 

 gential points. Oostinjer, H. 'a Gravenh. 



I. Ing. Ts. (1898-99) (Vh.) 24-. 

 of long and short span, strength. Rudolph, 



F. Forster Al. Bauztg. 10 (1845) 115-. 

 , strength. Bresse, J. A. C. Par. A. Pon. 



Chauss. 15 (1848) 150-. 

 and vaulting, calculation. Tolkmitt, G. 



Hann. Archt.-Vr. Z. 24 (1878) 451- ; Z. 



Bauw. 35 (1885) 265-. 

 , theory, construction and statical 



computation, and empirical values. Heinzer- 

 ling, F. Forster Al. Bauztg. 37 (1872) 



246-. 

 catenaries, transformed, application to arch 



curves. Booth, W. H. V. Nost. Eng. Mg. 



31 (1884) 1-. 

 , , segmental arches. Alexander, T., 



& Thomson, A. W. [1888] Ir. Ac. T. 29 



(1887-92) 43-. 

 centerings, parabolic. Gerling, C. L. Dingier 



38 (1830) 81-. 

 circular. Smith, B. A. Aust. As. Bp. (1900) 



351-. 

 , changes caused by settling, calculation. 



Prony, R. de. Par. A. Pon. Chauss. 4 (1832) 



33-. 

 , elastic equilibrium. Ribiere, . C. B. 



108 (1889) 561-, 638. 

 , formulae. Sayno, A. Mil. I. Lomb. Bd. 



26 (1893) 143-, 266-. 



290 



