Moment Distribution of Hybrid Concrete and Steel Members due to Decrease of Flexural Rigidity
نویسندگان
چکیده
منابع مشابه
Fatigue and Overloading Behavior of Steel-Concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials
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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: Concrete Research and Technology
سال: 1992
ISSN: 1340-4733
DOI: 10.3151/crt1990.3.1_13