Seismic Performances of High-Strength Concrete Shear Walls Reinforced with High-Strength Rebars

Yan, Song; Zhang, L. F.; Zhang, Y. G.

doi:10.1061/40988(323)40

Cited by 4 publications

(8 citation statements)

References 1 publication

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The database contains samples with aspect ratios of one and greater. For the slender shear wall, samples have been adopted from References . The samples for the squat shear wall have been adopted from References.…”

Section: Experimental Datamentioning

confidence: 99%

See 1 more Smart Citation

Effective stiffness of concrete shear walls based on statistical analysis

Sharifi

Shafieian

2018

Structural Concrete

View full text Add to dashboard Cite

A review of current studies in concrete shear walls shows considerable uncertainty in the effective stiffness of these elements. Based on statistical analyses of 154 existing experiments on slender and squat walls, this paper proposes relations to determine the effective stiffness. Linear regression analyses are applied to determine the relationship between effective stiffness parameters such as axial load, reinforcement ratio, and aspect ratio. The results show the axial load plays a major role in the effective stiffness of the slender wall with correlation coefficient of 0.81. While, in case of squat shear walls, the axial load and the aspect ratio of the wall are the most significant parameters with correlation coefficient of 0.75 and 0.65, respectively. Finally, 2 relations are suggested for the effective stiffness of the slender and squat shear walls by linear regression analyses and are compared with the existing relations.

show abstract

Section: Experimental Datamentioning

confidence: 99%

“…For the slender shear wall, samples have been adopted from References . The samples for the squat shear wall have been adopted from References 7,8,10,12,18,21,22,[24][25][26][27][28][29][30][31][32][33].…”

mentioning

confidence: 99%

Effective stiffness of concrete shear walls based on statistical analysis

Sharifi

Shafieian

2018

Structural Concrete

View full text Add to dashboard Cite

show abstract

“…Previous experiments (Barda et al 1977;Yan et al 2008;Liang et al 2013) have shown that walls with lower height to length ratio (whether fail in flexure or shear) have higher strength than those with higher height to length ratio. For flexural walls having exactly the same cross section and reinforcement properties, lower height to length ratio simply means less moment arm and thus it needs higher lateral load to achieve the maximum moment capacity as compared to walls with higher height to length ratio.…”

Section: Height To Length Ratiomentioning

confidence: 95%

“…In this section, several key experiments on HSC walls with concrete strength above 60 MPa (Gupta and Rangan 1998;Kabeyasawa and Hiraishi 1998;Yun et al 2004;Farvashany et al 2008;Yan et al 2008;Liang et al 2013;Burgueno et al 2014) are summarized and discussed.…”

Section: High Strength Concrete (Hsc) Wall Experimentsmentioning

confidence: 99%

“…Research about structural wall began as early as in 1950s (Galletly 1952;Benjamin and Williams 1957;Hirosawa 1957). Since then many experimental studies (Cardenas and Magura 1972;Yamada et al 1974;Wang et al 1975;Barda et al 1977;Vallenas et al 1979;Cardenas et al 1980;Corley et al 1981;Moehle 1984;Tomii and Esaki 1984;Lefas et al 1990;Wallace and Moehle 1992;Pilakoutas and Elnashai 1995;Mo and Chan 1996;Gupta and Rangan 1998;Kabeyasawa and Hiraishi 1998;Mo and Kuo 1998;Salonikios et al 1999;Zhang and Wang 2000;Sittipunt et al 2001;Hidalgo et al 2002;Chiou et al 2003;Mosalam et al 2003;Liao et al 2004;Massone and Wallace 2004;Yun et al 2004;Li 2005;Deng et al 2008;Farvashany et al 2008;Kuang and Ho 2008;Yan et al 2008;Liang et al 2013;Burgueno et al 2014;Li et al 2015;Tran and Wallace 2015) have been conducted to investigate further the behaviour of structural wall which is also well known as shear wall.…”

Section: Chapter 1: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

Shear behaviour of high strength concrete walls subjected to cyclic lateral loading

Chandra¹

View full text Add to dashboard Cite

The author also would like to appreciate very much the research funding provided to the three Co-Principal Investigators -Prof. Tan Soon Keat (hydraulics), Prof. Susanto Teng (structures), and Prof. Chu Jian (geotechnics) by the National Research Foundation of Singapore (NRF) under the NRF-CRP funded project "Underwater Infrastructure and Underwater City of the Future". The funding enables the author to make real progress in this research work. Moreover, the author is very grateful for the corresponding NRF-CRP research scholarship provided through Nanyang Technological University. The scholarship enables the author to pursue his doctoral study without worrying about financial matters.Last but not least, the author would like to express his gratitude to his wife and family who continuously love, support, encourage, and pray for him. The author believes that their supports and prayers are priceless for enabling the author to complete his study with much less difficulty. iv

show abstract

Hysteretic behavior and modelling of ultra-high-strength steel bar including buckling

Han

2019

Bull Earthquake Eng

View full text Add to dashboard Cite

Seismic Performances of High-Strength Concrete Shear Walls Reinforced with High-Strength Rebars

Cited by 4 publications

References 1 publication

Effective stiffness of concrete shear walls based on statistical analysis

Effective stiffness of concrete shear walls based on statistical analysis

Shear behaviour of high strength concrete walls subjected to cyclic lateral loading

Hysteretic behavior and modelling of ultra-high-strength steel bar including buckling

Contact Info

Product

Resources

About