Experimental Study on Wind Loads on Parapet Wall for Super High⁃Rise Buildings

DING Jiemin, WU Honglei, ZHAO Xin, Current situation and discussion of structural design for super highrise buildings above 250 m in China, Journal of Building Structures, 35, 3, pp. 1-7, (2014)

QUAN Yong, ZHANG Zhengwei, GU Ming, Et al., Study of the RMS values of across-wind aerodynamic base moment coefficients of high-rise buildings with square or rectangular sections, China Civil Engineering Journal, 45, 4, pp. 63-70, (2012)

ZHANG Zhengwei, QUAN Yong, GU Ming, Et al., Effects of corner recession modification on aerodynamic coefficients of square high-rise buildings, China Civil Engineering Journal, 46, 7, pp. 58-65, (2013)

ZHENG Chaorong, ZHANG Jitong, ZHANG Zhidong, Experimental investigation on characteristics of mean wind loads of high-rise buildings controlled by corner recession and air-suction, Journal of Building Structures, 37, 10, pp. 125-131, (2016)

ZHANG Zhengwei, QUAN Yong, GU Ming, Et al., Effects of corner chamfering and rounding modification on aerodynamic coefficients of square tall buildings, China Civil Engineering Journal, 46, 9, pp. 12-20, (2013)

KIM Y C, BANDI E K, YOSHIDA A, Et al., Response characteristics of super-tall buildings-effects of number of sides and helical angle, Journal of Wind Engineering and Industrial Aerodynamics, 145, pp. 252-262, (2015)

LI Bo, YANG Qingshan, TIAN Yuji, Et al., Characteristics of turbulent wind load of tapered super-tallbuilding, Journal of Building Structures, 31, 10, pp. 8-16, (2010)

LI Bo, YANG Qingshan, CHEN Xinzhong, Et al., Mathematic model of across-wind load on tapered supper-tall building, Journal of Basic Science and Engineering, 22, 6, pp. 1195-1203, (2014)

QUAN Yong, YAN Zhiwei, WEN Chuanyang, Et al., Wind tunnel test study on local wind pressure of rectangular super high-rise building with openings, Building Structure, 41, 4, pp. 113-116, (2011)

LOU Wenjuan, SUN Bingnan, FU Guohong, Et al., Distribution of wind load on surface of tall buildings with complex shapes, Journal of Building Structures, 6, pp. 38-44, (1995)

DING Jiemin, WU Honglei, ZHAO Xin, Current situation and discussion of structural design for super highrise buildings above 250 m in China, Journal of Building Structures, 35, 3, pp. 1-7, (2014)

QUAN Yong, ZHANG Zhengwei, GU Ming, Et al., Study of the RMS values of across-wind aerodynamic base moment coefficients of high-rise buildings with square or rectangular sections, China Civil Engineering Journal, 45, 4, pp. 63-70, (2012)

ZHANG Zhengwei, QUAN Yong, GU Ming, Et al., Effects of corner recession modification on aerodynamic coefficients of square high-rise buildings, China Civil Engineering Journal, 46, 7, pp. 58-65, (2013)

ZHENG Chaorong, ZHANG Jitong, ZHANG Zhidong, Experimental investigation on characteristics of mean wind loads of high-rise buildings controlled by corner recession and air-suction, Journal of Building Structures, 37, 10, pp. 125-131, (2016)

ZHANG Zhengwei, QUAN Yong, GU Ming, Et al., Effects of corner chamfering and rounding modification on aerodynamic coefficients of square tall buildings, China Civil Engineering Journal, 46, 9, pp. 12-20, (2013)

KIM Y C, BANDI E K, YOSHIDA A, Et al., Response characteristics of super-tall buildings-effects of number of sides and helical angle, Journal of Wind Engineering and Industrial Aerodynamics, 145, pp. 252-262, (2015)

LI Bo, YANG Qingshan, TIAN Yuji, Et al., Characteristics of turbulent wind load of tapered super-tallbuilding, Journal of Building Structures, 31, 10, pp. 8-16, (2010)

LI Bo, YANG Qingshan, CHEN Xinzhong, Et al., Mathematic model of across-wind load on tapered supper-tall building, Journal of Basic Science and Engineering, 22, 6, pp. 1195-1203, (2014)

QUAN Yong, YAN Zhiwei, WEN Chuanyang, Et al., Wind tunnel test study on local wind pressure of rectangular super high-rise building with openings, Building Structure, 41, 4, pp. 113-116, (2011)

LOU Wenjuan, SUN Bingnan, FU Guohong, Et al., Distribution of wind load on surface of tall buildings with complex shapes, Journal of Building Structures, 6, pp. 38-44, (1995)