共被期刊论文引用了2次
您的检索式：您选中1篇文献正在查看引证文献汇总
|
|
|
题名
|
作者
|
年代
|
出处
|
被引量
|
| 1 | 纤维增强混凝土剪力墙压弯剪耦合作用变形能力分析显示文摘采用具有受拉应变硬化性能的新型纤维增强混凝土(FRC)能改善受力钢筋的变形能力,对提高剪力墙抗震性能有显著作用。为了建立更为合理的FRC剪力墙试件荷载-变形能力分析方法,用以分析平面复杂应力状态下,轴力、弯矩和剪力之间的相互作用机理,基于单轴弯剪模型,提出一个修正的纤维模型,其模拟结果与试验结果吻合较好。研究表明,建议模型能较为准确地预测单调荷载作用下纤维增强混凝土剪力墙的变形能力,其显著特点为变形分量计算明确,耦合作用机理清晰;并且可通过受压软化系数,较为直观地反映出混凝土性能差别对墙体变形能力的影响,同时展示出FRC优良的受剪和受压性能。 | 党争 梁兴文 于婧 | 2014 | 建筑结构学报2014，35，8： | 3 |
| 2 | Persisting challenges for performance-based building assessment显示文摘Intense research and refinement of the tools used in performance-based seismic engineering have been made,but the maturity and accuracy of these methods have not been adequately confirmed with actual data from the field. The gap between the assumed characteristics of actual building systems and their idealized counterparts used for analysis is wide. When the randomly distributed flaws in buildings as they exist in urban areas and the extreme variability of ground motion patterns combine,the conventional procedures used for pushover or dynamic response history analyses seem to fall short of reconciling the differences between calculated and observed damage. For emergency planning and loss modeling purposes,such discrepancies are factors that must be borne in mind. Two relevant examples are provided herein. These examples demonstrate that consensus-based analytical guidelines also require well-idealized building models that do not lend themselves to reasonably manageable representations from field data. As a corollary,loss modeling techniques,e.g.,used for insurance purposes,must undergo further development and improvement. | B.Bayhan I.Kazaz P.Gulkan | 2014 | Earthquake Engineering and Engineering Vibration2014，13，S1： | 0 |
您所在的机构暂未开通此部分的功能，请联系管理员