Flexural Strengthening of Columns with CFRP Composites and Stainless Steel: Cyclic Behavior-Reference-Cited by-同舟云学术

Flexural Strengthening of Columns with CFRP Composites and Stainless Steel: Cyclic Behavior

Author:

Faustino Pedro¹,Chastre Carlos²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Universidade NOVA de Lisboa, Lisbon, Portugal (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Universidade NOVA de Lisboa, Lisbon, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference36 articles.

1. ASCE/Structural Engineering Institute (SEI). (2006). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41 Reston VA.

2. ASCE/Structural Engineering Institute (SEI). (2013). “Seismic evaluation and retrofit of existing buildings.” ASCE/SEI 41 Reston VA.

3. ASCE/Structural Engineering Institute (SEI) . (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7 Reston VA.

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