Use of ultra-high-strength bars for seismic performance of rectangular high-strength concrete frame columns

Magazine of Concrete Research

Volumn 60, Issue 4, 2008, Pages 253-259

  Xiao, X ^a,d   Guan, K L ^a,b   Yan, S ^c  

^a ZHEJIANG UNIVERSITY   (China)

^b Nanhua University

^c SHENYANG JIANZHU UNIVERSITY   (China)

^d UNIVERSITY OF SOUTH CHINA   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION STRENGTHS; CONCRETE COLUMNS; CONCRETE FRAMES; EXPERIENTIAL FORMULAS; LONGITUDINAL REINFORCEMENTS; RISE STRUCTURES; SEISMIC BEHAVIOURS; SEISMIC PERFORMANCES; STEEL BARS; STRENGTH REINFORCEMENTS; TEST DATUMS; YIELD STRENGTHS;

BARS (METAL); CONCRETE CONSTRUCTION; DUCTILITY; EARTHQUAKES; METAL ANALYSIS; REINFORCEMENT; SEISMOLOGY; STEEL; TALL BUILDINGS; YIELD STRESS;

NUMERICAL ANALYSIS;

EID: 57849094962     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2008.60.4.253     Document Type: Article

References (5)

1. DANIEL C. and PATRICK P. High-strength concrete columns confined by rectangular ties. Structural Engineering, ASCE, 1994, 3, No. 120, 783-804.
2. XIAO X. Seismic Behaviors of High-strength Concrete Columns Reinforced with High Strength Reinforcement. Masters Degree Dissertation, School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China, 2004.
3. XIAO X. and YAN S. Strength and ductility of rectangular highstrength concrete frame columns reinforced with high-strength rebar. Proceedings of an International Symposium on Innovation and Sustainability of Structures in Civil Engineering, Nanjing, China, 2005, pp. 2286-2294.
4. HOU C. X. Experimental Study of High-strength Concrete Members with High Strength Steel under Cyclic Loading. Masters Degree Dissertation, Department of Civil Engineering, Tsinghua University, Beijing, China, 1993.
5. SATYARNO I. Concrete Columns Incorporating Mixed Ultra High and Normal Strength Longitudinal Reinforcement. Masters Degree Dissertation, University of Canterbury, Christchurch, New Zealand, 1993.