Journal of Materials and Engineering Structures
Volume 1, Numéro 3, Pages 146-154
2014-12-01
Auteurs : Abdelouafi El Ghoulbzouri . Zakaria El Alami . Sabrine El Hannoudi .
The purpose of this work is determination of the performance point of a frame for different soil type, the location of this point on the curve capacity will predict the behavior of the frame in case of earthquakes, this method consists in a first step to apply static loads on the frame, the non linear behavior of the structure is defined, the nonlinearity of the structure is introduced with the use of plastic hinges, the second step is to find the capacity curve by transforming respectively shear at the base and displacement in the top to acceleration and displacement corresponding to a system of a single degree of freedom , finally results of performance point will be discussed.
Nonlinear static analysis; Performance point; Hinge; Site
Riyad Y.
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Kissi B.
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Mrani I.
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Parron M.a.
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Dolores R.c.m.
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pages 181-195.
بوسالم أحلام
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عابد يوسف
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ص 117-132.
Yahia Zeghoudi
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pages 74-88.
Alioua Nacereddine
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Drizi Said
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Meziane Roufida
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Belhoucine Malika
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pages 3-8.
Layadi Ismail
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Messabhia Ali
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Plassiard Jean-patrick
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Ple Olivier
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pages 125-140.