What people are saying - Write a review
We haven't found any reviews in the usual places.
Foreword by Ove Arup Preface Introduction
Funicular Vaults the first shells
Conoids sawtooth vault
27 other sections not shown
Other editions - View all
Aduanas analysis angle anticlastic arch architect Architectural design aristas axes axis barrel vaults bars 10 cm bending moments building calculations Candela built cantilever catenary chapel cm o.c. Cols column compressive forces compressive stresses considered Cuernavaca curvature curved cylindrical dead load direction director planes directrix dome doubly-curved edge beams Elastic engineer equations Estribos factory Fernando Fernando Lopez floor folded slab formwork free edge funicular groined vault groins horizontal hypar hyperbolic paraboloid intersection Jacaranda kg per lin kg per sq kg-m lamina lb per ft Lederle Laboratories Lopez Carmona membrane stresses method Mexico Milagrosa Nivel oblique stresses oloid parallel perimeter pressure-line principal parabolas proper shell Refuerzo resist resulting ribs roof sentidos shape shear stresses shell structures sin2 span sq cm steel stiffening stirrups 20 cm struc surface symmetry synclastic tangential stresses tion ture tympans umbrella walls warehouse warped Xochimilco