Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year-Reference-Cited by-同舟云学术

Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year

Author:

Xue Weichen¹²³⁴,Ding Min¹²³⁴,He Chi¹²³⁴,Li Jie¹²³⁴

Affiliation:

1. Professor, Dept. of Building Engineering, Tongji Univ., Shanghai, China 200092 (corresponding author).

2. Ph.D. Candidate, Dept. of Building Engineering, Tongji Univ., Shanghai, China 200092.

3. Student, Dept. of Building Engineering, Tongji Univ., Shanghai, China 200092.

4. Professor, Dept. of Building Engineering, Tongji Univ., Shanghai, China 200092.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference20 articles.

1. American Institute of Steel Constructors (AISC). (2005). “Specification for structural steel buildings.” ANSI/AISC 360-05 AISC Chicago.

2. Nonlinear behavior of simply supported composite beams;Bradford M. A.;Struct. Eng.,1989

3. Experiments on composite beams at service loads;Bradford M. A.;Trans. Inst. Eng. Austr. Civil Eng.,1991

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