Behaviour of tall buildings during the Caracas earthquake of 1967
Julio Ferry Borges, José Grases G., Artur Ravara, Laboratório Nacional de Engenharia Civil (Portugal)
Laboratório Nacional de Engenharia Civil, 1968 - Nature - 9 pages
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2.5 NATURAL FREQUENCY amount of damage aovwva aovwva aovwva on aovwva Armado auoxs awos axial force behaviour of buildings building table Cajigal Cara Caraballeda area CARACAS EARTHQUAKE coefficients of resistance collapsed or suffered columns considered corresponds curves damages had coefficients density of acceleration design rules ductility earthquake loads elastic Engenharia Civil estimated forces necessary formation of plastic Grases horizontal forces indicated Instituto de Materiales interaction diagrams l0 stories Lisbon live load longitudinal and transverse M-3 ONSl M-3 ONST S-N'ASNVUL Macuto-Sheraton Mansion Charaima Materiales y Modelos maximum displacement Nacional de Engenharia Naiguata and Playa NATURAL FREQUENCY c/s necessary to produce observed damages obtained Palos Grandes Palos Grandes-Altamira Pergola plastic hinges power spectral density produce collapse quake Ravara reinforced concrete reinforced concrete structures seismic coefficients shear walls soil conditions Structural behaviour type suffered important damages TALL BUILDINGS type of behaviour type of structural values Venezuela