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| 1 | 预应力钢管混凝土圆柱抗震性能的改进显示文摘提出一种新的方法,旨在提高公路桥墩的圆形钢柱的抗震性能,并且辅以试验证明。该方法中,在桥墩中间放置一个特殊的受压构件以承担上部结构传来的轴向荷载。结果,在钢板非弹性屈曲变形中轴向荷载的影响可以被很好地控制。这个特殊的抗压构件由一个预应力钢管混凝土(PC-CFT)组成。对6根构件进行了试验,以检验此种柱体系的抗震性能。试验结果表明,在承载能力没有显著退化的情况下,PC-CFT构件的变形能力可高达其屈服位移的10倍。试验结果同时证明了,与普通构件相比,该类型构件在极限强度、延性和耗能能力方面均有改进。 | K.A.S. Susantha | 2008 | 钢结构2008，23，6： | 2 |
| 2 | Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes 显示文摘 | Susantha K A S Ge H | 2001 | Engineering Structures2001，23，10： | 1 |
| 3 | Uniaxial stress- strain relationship of concrete confined by various shaped steel tubes 显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Engineering Structures2001，23，10： | 1 |
| 4 | Applicability of low-yield-strength steel for ductility improvement of steel bridge piers显示文摘 | K.A.S. Susantha Tetsuhiko Aoki Takushi Kumano Katsuhiro Yamamoto | 2005 | Engineering Structures2005，，7： | 1 |
| 5 | Confinement evaluation of concrete-filled bex-shaped steel columns 显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Steel and Composite Structures2001，1，3： | 1 |
| 6 | Uniaxial stress-strain relationship of concrete by various shaped steel tubes显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Engineering Structures2001，23，10： | 1 |
| 7 | Confinement evaluation of concrete-filled box-shaped steel columns 显示文摘 | SUSANTHA K S GE H B USAMI T | 2001 | Steel and Composite Structures2001，1，3： | 1 |
| 8 | 发现新大陆的航海以及“异邦”知识的流失与再发现显示文摘发现新大陆的航海以前及紧随其后的知识交流已被证明是科学发展中的一个重要因素。尽管如此,从那以后的现代科学的建立一直主要是在欧洲传统内进行的,并且是以牺牲异邦地域知识体系为代价的。然而,正如以往异邦文明所做到的那样,它们在科学观念和思想的发展中可证明具有无法估量的知识储备。 | Susantha Goonatilake 张雁 | 1993 | 科学对社会的影响1993，42，3： | 1 |
| 9 | Uniaxial stress-strain relationship of concrete comfined by various shaped steel tubes显示文摘 | Susantha KAS Ge H Usami T | 2001 | Engineering Structures2001，23，10： | 1 |
| 10 | Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes显示文摘 | Susantha K A S Ge H | 2001 | Engineering Structures2001，23，： | 1 |
| 11 | A capacity prediction procedure for concrete-filled steel columns 显示文摘 | Susantha K Ge H B Usami T | 2001 | Journal of Earthquake Engineering2001，5，4： | 1 |
| 12 | A capacity prediction procedure for concrete-filled steel box columns显示文摘 | Susantha K A S Ge H Usami T | 2001 | Journal of Earthquake Engineering2001，5，4： | 1 |
| 13 | Uniaxial stress- strain relationship of concrete confined by various shaped steel tubes显示文摘 | Susantha K A S Ge H Usami T | 2001 | Engineering Structures2001，23，10： | 1 |
| 14 | Uniaxial stress-strain relationship of concrete by various shaped steel tubes显示文摘 | SUSANTHA K GE H USAMI T | 2001 | Engineering Structures2001，23，10： | 1 |
| 15 | Confinement Evaluation of Concrete-filled Box-shaped Steel Columns 显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Steel and Composite Structure2001，，3： | 1 |
| 16 | Confinement evaluation of concrete-filled box-shaped steel columns 显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Steel and Composite Structures2001，1，3： | 1 |
| 17 | Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes显示文摘 | Susantha K A S Ge H Usami T | 2001 | Engineering Structures2001，23，10： | 1 |
| 18 | Uniaxial stress-strain relationshio of concrete confined by carious shaped steel tubes 显示文摘 | SUSANTHA K A S HANBIN G E USAMI T | 2001 | Engineering Structures2001，23，： | 1 |
| 19 | Unit-axial stress-strain relationship of concrete confined by various shaped steel tubes 显示文摘 | Susantha K A S Ge Hanbin Usami Tsutomu | 2001 | Engineering Structures2001，23，： | 1 |
| 20 | Confinement evalua- tion of concrete-filled boi-shaped steel columns 显示文摘 | Susantha K A S Ge H B Usami T | 2001 | Steel and Composite Structures2001，1，3： | 1 |
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