Pseudo dynamic tests for a resilient prefabricated prestressed steel frame - Details

Author：

Zhang, A.-L. (Zhang, A.-L..) | Zhang, Y.-X. (Zhang, Y.-X..) (Scholars：张永祥) | Zhao, W. (Zhao, W..) | Fei, C.-C. (Fei, C.-C..) Unfold

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Scopus PKU CSCD

Abstract：

The　structure　system　and　performance-based　design　objectives　of　a　resilient　prefabricated　prestressed　steel　frame　with　web　friction　energy-dissipation　device　were　proposed　for　high-rise　buildings.　A　four-story　3×5　span　prototype　structure　was　designed　and　a　0.75　scale　substructure　pseudo　dynamic　test　was　conducted.　The　results　indicated　that　the　resilient　prefabricated　prestressed　steel　frame　has　a　good　gap-opening　and　closing　mechanism　with　self-centering　and　recovering　the　structural　functions　after　earthquake;　the　loss　of　PT　force　is　within　8%　after　test　to　reveal　that　PT　strands,　anchorage　performance,　and　applying　methods　of　PT　force　are　reliable;　the　performance-based　design　objectives　are　realized　with　no　gap-opening　and　damage　under　a　frequent　earthquake,　with　no　damage　of　the　main　structure　and　the　gap-opening　energy-dissipated　ability　under　a　specified　earthquake,　with　little　damage　and　the　normal　serviceability　under　a　rare　earthquake,　and　with　a　little　damage　and　the　normal　serviceability　under　a　severe　earthquake.　©　2016,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.

Keyword：

Performance-based design objective; Pseudo dynamic test; Resilient prefabricated prestressed steel frame

Author Community：

[ 1 ] [Zhang, A.-L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 2 ] [Zhang, A.-L.]Beijing Municipal Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing, 100124, China
[ 3 ] [Zhang, Y.-X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
[ 4 ] [Zhang, Y.-X.]Beijing Municipal Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
[ 5 ] [Zhao, W.]Beijing Municipal Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
[ 6 ] [Fei, C.-C.]Beijing Municipal Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China

Reprint Author's Address：

张永祥
[Zhang, Y.-X.]College of Architecture and Civil Engineering, Beijing University of TechnologyChina

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Source ：

Journal of Vibration and Shock

ISSN： 1000-3835

Year： 2016

Issue： 5

Volume： 35

Page： 207-215

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count： 28

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 0

Affiliated Colleges：

城市建设学部建筑工程学院

城市建设学部

材料与制造学部材料科学与工程学院

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