New PDF release: Bill Bernbach said

By Bill Bernbach, Alicia Brindak

Through the years this ebook has been revealed and reprinted, in Spanish to Korean, and given to DDB staff and associates world wide. His phrases have encouraged millions of inventive women and men. they've got the ability to encourage many more.

Bill Bernbach, the visionary chief and founding father of Doyle Dane Bernbach, encouraged the advertisements to new heights and ignited an inventive revolution together with his mind's eye, artistry and prepared insights into human nature. As this ever-changing faces new inventive demanding situations, the undying phrases and knowledge of invoice Bernbach could be extra appropriate than ever.

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The ILVA-IDEM project: structural identification of the existing building. Proceedings of the XI Congresso Nazionale “L’ingegneria Sismica in Italia”, Genova, Italia, 25–29 January. , Valente C. ” Proceedings of the XI Congresso Nazionale “L’ingegneria Sismica in Italia”, Genova, Italia, 25–29 January. , Jeremic, B. “Command Language Manual – Open System for Earthquake Engineering Simulation (OpenSees)”, 2003. M. 2003. Numerical Investigation on pure aluminium shear panels. Proceedings of the XIX CTA National Congress, Genova, Italia, September, Vol.

A comprehensive parametric analysis was carried out, which pointed out the effectiveness of confinement on both ultimate strength and ductility of compressed masonry. The analysis has been concerned with the case of both uniformly and partially confined masonry walls, in order to investigate all possible failure modes (Fig. 8). Because of symmetry, the assumption εc,y = 0 was made. M. results. Values of wall thickness equal to 300 and 480 mm have been considered. Different values of As,x , represented through the bar diameter , have been assumed, so as to emphasize the effect of confining steel area.

These notches of the depth 20 mm and length 100 mm are spaced every 200 mm. This solution is especially effective, cheap and also increases fire resistance of the floor. 41 Figure 13. Independent steel floor. Figure 14. New reinforced-brick arched floor. 2 Independent steel floor In this solution (Fig. 13) existing wooden beams and ceiling are left. Between timber beams, with the same spacing, steel I-beams are assembled. On the upper flange of the steel beams, precast concrete slabs are placed.

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Bill Bernbach said by Bill Bernbach, Alicia Brindak

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