Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/experimental-study-on-seismic-performance-of-low-rise-recycled-q2MdyZmNOy
References (26)
-
Sun Zhi-guo (2012)
EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON SEISMIC BEHAVIOR OF CONCRETE WALLS WITH CONSTRUCTION FORMWORKEngineering mechanics
-
(2008)
Recycled Concrete. Beijing, China: China Architecture -
(1999)
Dipy construction form-work -
L. Evangelista, J. Brito (2007)
Mechanical behaviour of concrete made with fine recycled concrete aggregatesCement & Concrete Composites, 29
-
D. Tomlinson, A. Fam (2014)
Experimental Investigation of Precast Concrete Insulated Sandwich Panels with Glass Fiber-Reinforced Polymer Shear ConnectorsAci Structural Journal, 111
-
(2009)
Experimental study on seismic performance of low-rise recycled aggregate concrete shear wall.World Earthquake Engineering -
C. Pantelides, R. Surapaneni, L. Reaveley (2008)
Structural performance of hybrid GFRP/steel concrete sandwich panelsJournal of Composites for Construction, 12
-
(2005)
Design and Analysis of Tall-Building Structure -
(2014)
Seismic performance of reinforced semi-recycled concrete frame -
A. Einea, David Salmon, M. Tadros, Todd Culp (1994)
A new structurally and thermally efficient precast sandwich panel systemPci Journal, 39
-
T. Bush, Gregory Stine (1994)
Flexural behavior of composite precast concrete sandwich panels with continuous truss connectorsPci Journal, 39
-
B. González-Fonteboa, F. Martínez-Abella, M. Herrador, S. Seara-Paz (2012)
Structural recycled concrete: Behaviour under low loading rateConstruction and Building Materials, 28
-
T. Hansen (1986)
Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985Materials and Structures, 19
-
P. Winne, H. Backer, A. Beeldens (2014)
Influence of recycled concrete aggregates on strength properties of concrete -
(2003)
Reinforced Concrete Theory and Analyse -
Dong Hong-ying (2010)
Experiment and analysis on seismic performance of high-rise RC shear wall with bi-directional single layer of steel barsJournal of Building Structures
-
S. Hwang, W. Fang, Hung-Jen Lee, Hsin-Wan Yu (2001)
ANALYTICAL MODEL FOR PREDICTING SHEAR STRENGTH OF SQUAT WALLSJournal of Structural Engineering-asce, 127
-
Junhee Kim, Young-chan You (2015)
Composite Behavior of a Novel Insulated Concrete Sandwich Wall Panel Reinforced with GFRP Shear Grids: Effects of Insulation TypesMaterials, 8
-
S. Hwang, Hung-Jen Lee (2002)
Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie ModelJournal of Structural Engineering-asce, 128
-
V. Corinaldesi, G. Moriconi (2006)
Behavior of Beam-Column Joints made of Sustainable Concrete under Cyclic LoadingJournal of Materials in Civil Engineering, 18
-
Jianzhuang Xiao, Wengui Li, C. Poon (2012)
Recent studies on mechanical properties of recycled aggregate concrete in China—A reviewScience China Technological Sciences, 55
-
In-Hyu Choi, Junhee Kim, Ho-Ryong Kim (2015)
Composite Behavior of Insulated Concrete Sandwich Wall Panels Subjected to Wind Pressure and SuctionMaterials, 8
-
Jianzhuang Xiao, Jiabin Li, Chuanzeng Zhang (2005)
Mechanical Properties of Recycled Aggregate Concrete Under Uniaxial LoadingCement and Concrete Research, 35
-
Q. Jiaru (2008)
STRUCTURAL DESIGN METHODS OF BUILDINGS OF CAST-IN-SITE RC GRILLAGE SHEAR WALLS FORMED WITH INSULATION HOLLOW BLOCKSArchitecture Technology
-
V. Tam, C. Tam (2007)
Assessment of durability of recycled aggregate concrete produced by two-stage mixing approachJournal of Materials Science, 42
-
Wang Pengli (2010)
Experimental Research on Seismic Behavior of Concrete Lattice WallsJournal of Shenyang Jianzhu University
- Publisher
- SAGE
- Copyright
- © The Author(s) 2016
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/1369433216682504
- Publisher site
- See Article on Publisher Site
Abstract
A total of four full-scale low-rise recycled aggregate concrete shear wall specimens were tested adopting a quasi-static loading method to analyze the seismic performance. The low-rise shear walls consisted of recycled aggregate concrete, single-layer reinforcements, concealed special-shaped columns, and expanded polystyrene thermal insulation modules. Based on the experimental results, the seismic performance and failure characteristic of the specimens were comparatively analyzed. The factors affecting the seismic performance of the low-rise shear wall were also analyzed. The shear bearing capacity calculation model and formula of the walls were proposed based on the softened strut-and-tie model. A comparison of the calculated results and the experimental results shows that they are in good agreement. The results show that the load bearing capacity and deformation capacity can be significantly improved by expanded polystyrene thermal insulation modules, and that the shear wall specimens with higher recycled aggregate concrete strength and larger reinforcement ratio of the shear wall exhibit better seismic performance.
Journal
Advances in Structural Engineering – SAGE
Published: Oct 1, 2017