Citation: | Tang Baijian, Peng Xiaolong, Shao Jianhua. THE PUSHOVER ANALYSIS OF MEGA STEEL FRAME-CABLE BRACING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 120-124. doi: 10.13204/j.gyjz201303025 |
[2] Elnashai A S. Advanced Inelastic Static (Pushover) Analysis forEarthquake Applications[J ]. Structural Engineering andMechanics,2001,12(1):51-69.
|
Peter Fajfar. A Nonlinear Analysis Method for Performance -Based Seismic Design[J ]. Earthquake Spectrum,2000,16(3):573-592.
|
[3] Mwafy A M,Elnashai A S. Static Pushover Versus DynamicCollapse Analysis of RC Buildings[J]. Engineering Structures,2001,23(5):407-424.
|
[4] 唐柏鉴,阮含婷.巨型钢框架预应力复合支撑体系性能初探[J].广西大学学报,2010,35(4):574-581.
|
[5] 唐柏鉴,马郡,沈超明,等.预应力钢结构微尺模型实验技术[J].实验室研究与探索,2012,31(3):4-8.
|
[6] Gu Sheng,Tang Baijian,Shao Jianhua. Estimation Theory onCable s Diameter in Pre-Stressed Mega Steel Frame Structure[J].Applied Mechanics and Materials,2011,94:310-315.
|
[7] 唐柏鉴,顾盛.预应力巨型支撑-钢框架初始预拉力取值准则[J].沈阳建筑大学学报:自然科学版,2010,26(3):480-484.
|
[8] 唐柏鉴,阮含婷,顾盛.预应力技术在抗侧体系中的创新与研究[J].江苏科技大学学报:自然科学版,2010,24(6):539-545.
|