Flexural Capacity of Locally Buckled Steel I-Beams Under Moment Gradient
نویسندگان
چکیده
منابع مشابه
Failure Modes and Flexural Ductility of Steel Moment Connections
1 Associate Research Fellow,Center for Research on Earthquake Engineering (NCREE), Chinese Taiwan 2 Professor, Dept. of Civil Engineering, Taiwan University, Taipei, Chinese Taiwan 3 Assistant Professor, Dept. of Civil and Environmental Engineering, University of Kaohsiung, Kaohsiung, Chinese Taiwan Email: [email protected] ABSTRACT : Ductility is the main attribute of steel moment connections...
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ژورنال
عنوان ژورنال: The Open Construction and Building Technology Journal
سال: 2013
ISSN: 1874-8368
DOI: 10.2174/1874836801307010244