Disassembly and Reuse of Structural Members in Steel-Framed Buildings: State-of-the-Art Review of Connection Systems and Future Research Trends
Author:
Affiliation:
1. School of Civil Engineering, Univ. of Leeds, Leeds, LS2 9JT, UK (corresponding author). ORCID: .
2. Dept. of Architecture, Built Environment and Construction Engineering, Polytechnic Univ. of Milan, Milan 20133, Italy. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture
Link
https://ascelibrary.org/doi/pdf/10.1061/JAEIED.AEENG-1615
Reference142 articles.
1. Addis, W., and J. Schouten. 2004. Design for deconstruction: Principle of design to facilitate reuse and recycling. London: CIRIA.
2. Reducing waste to landfill: A need for cultural change in the UK construction industry;Ajayi S. O.;J. Build. Eng.,2016
3. AISC. 2005. Seismic provisions for structural steel buildings. ANSI/AISC 341-05. Chicago: AISC.
4. AISC. 2016a. Prequalified connections for special and intermediate steel moment frames for seismic applications, including supplements no. 1 and no. 2. ANSI/AISC 358-16. Chicago: AISC.
5. AISC. 2016b. Seismic provisions for structural steel buildings. ANSI/AISC 341-16. Chicago: AISC.
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