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- 저자 : Cammarano, Sandro (검색결과 3 건)
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The Work of Memory in the Project of Cosmopolitan Education
Cristina Cammarano 숙명여자대학교 아시아여성연구원 2016 OMNES: The Journal of Multicultural Society Vol.6 No.2
The article examines the role that personal and collective memories play in the development of one’s sense of identity in the context of a multicultural society. Our way of remembering should be made object of an aware choice and should be exercised on morally relevant issues, like our personal or historical identities, with the aim of reaching an intentional, reflective, and acquired capacity to forget and remember in a cosmopolitan spirit. How should we educate ourselves about our own past, tradition and memory while living with others whose traditions and inheritances differ from ours? In the cosmopolitan orientation, a person or community juxtaposes reflective openness to new influences with reflective loyalty toward the tried and the known. Today the survival of personal and community integrity seems to necessitate the work of memory. Work is needed to retain beloved traditions in a dynamic manner, if those very traditions are not to be swallowed up in the tide of globalization. In the work of memory there is an interplay between “unlearning” the past—becoming mindful of its singularity and its interpretability—and reconstructing it.
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Lateral load effects on tall shear wall structures of different height
Alberto Carpinteri,Mauro Corrado,Giuseppe Lacidogna,Sandro Cammarano 국제구조공학회 2012 Structural Engineering and Mechanics, An Int'l Jou Vol.41 No.3
A three-dimensional formulation is proposed to analyze the lateral loading distribution of external actions in high-rise buildings. The method is extended to encompass any combination of bracings, including bracings with open thin-walled cross-sections, which are analyzed in the framework of Timoshenko-Vlasov’s theory of sectorial areas. More in detail, the proposed unified approach is a tool for the preliminary stages of structural design. It considers infinitely rigid floors in their own planes, and allows to better understand stress and strain distributions in the different bearing elements if compared to a finite element analysis. Numerical examples, describing the structural response of tall buildings characterized by bracings with different cross-section and height, show the effectiveness and flexibility of the proposed method. The accuracy of the results is investigated by a comparison with finite element solutions, in which the bracings are modelled as three-dimensional structures by means of shell elements.
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Lateral load effects on tall shear wall structures of different height
Carpinteri, Alberto,Corrado, Mauro,Lacidogna, Giuseppe,Cammarano, Sandro Techno-Press 2012 Structural Engineering and Mechanics, An Int'l Jou Vol.41 No.3
A three-dimensional formulation is proposed to analyze the lateral loading distribution of external actions in high-rise buildings. The method is extended to encompass any combination of bracings, including bracings with open thin-walled cross-sections, which are analyzed in the framework of Timoshenko-Vlasov's theory of sectorial areas. More in detail, the proposed unified approach is a tool for the preliminary stages of structural design. It considers infinitely rigid floors in their own planes, and allows to better understand stress and strain distributions in the different bearing elements if compared to a finite element analysis. Numerical examples, describing the structural response of tall buildings characterized by bracings with different cross-section and height, show the effectiveness and flexibility of the proposed method. The accuracy of the results is investigated by a comparison with finite element solutions, in which the bracings are modelled as three-dimensional structures by means of shell elements.
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