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Influential aspects on seismic performance of confined masonry construction
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作者 Ajay Chourasia Sriman K. Bhattacharyya +1 位作者 Pradeep K. Bhargava Navratan M. Bhandari 《Natural Science》 2013年第8期56-62,共7页
Recent earthquakes around the world have resulted in loss of human lives and high economic losses due to poor performance of unreinforced masonry constructions as well as poorly-built reinforced concrete framed buildi... Recent earthquakes around the world have resulted in loss of human lives and high economic losses due to poor performance of unreinforced masonry constructions as well as poorly-built reinforced concrete framed buildings. This has necessitated alternative building technologies with improved seismic performance. Confined masonry (CM) construction, has shown excellent behavior during past earthquakes across the world and requires similar skill at a marginally higher cost than that of unreinforced masonry. This paper summarizes the main features of generic construction and gains insight into the behavior of CM elements under earthquake excitations, representing a viable alternative for safe and economical construction in seismic areas.?The paper discusses various influential aspects like sequence of construction, properties and type of masonry material, structural configuration, reinforcement detailing in tie column/beam and masonry, panel aspect ratio, interface between concrete and masonry, axial stress, multiple confining column, opening in wall panels and damage pattern etc. along with solution to overcome the limitations. 展开更多
关键词 CONFINED MASONRY Reinforcement DETAILING panel aspect ratio MASONRY Interface Multiple CONFINING COLUMN Damage Pattern
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两边连接钢板剪力墙结构抗震性能分析 被引量:2
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作者 王浩 陈麟 吴珊瑚 《华南地震》 2019年第4期104-111,共8页
两边连接钢板剪力墙的内嵌钢板仅与边框梁连接,可以减小对边框柱的承载力和刚度需求。提出两边连接钢板剪力墙结构的抗震性能目标和设计方法,设计了层数和跨度不同的结构体系。利用ABAQUS软件建立结构的有限元模型进行水平推覆分析。分... 两边连接钢板剪力墙的内嵌钢板仅与边框梁连接,可以减小对边框柱的承载力和刚度需求。提出两边连接钢板剪力墙结构的抗震性能目标和设计方法,设计了层数和跨度不同的结构体系。利用ABAQUS软件建立结构的有限元模型进行水平推覆分析。分析结果表明,钢板墙跨度越小,所需钢板厚度就越大,导致边缘构件尺寸增大,结构在钢板屈服后仍有较大的承载能力。随着钢板墙跨度增大,结构侧移曲线的变形特征由弯曲型变为弯剪型。层数越多,跨度越小,结构弯曲作用就越明显,上部钢板不易屈服。工程设计中选取合适的钢板墙跨度可以减小构件截面尺寸和用钢量,使结构设计更为经济。 展开更多
关键词 钢板剪力墙 两边连接钢板 跨高比 推覆分析 变形模式
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超声速大迎角条件下小展弦比弹翼压力分布计算研究
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作者 周岭 赵协和 《流体力学实验与测量》 CSCD 北大核心 2002年第1期104-107,共4页
为计算超声速高M数及大迎角条件下小展弦比弹翼背风侧脱体涡消失后的压力分布 ,采用面元法及非线性压缩性修正方法 。
关键词 超声速 大迎角 展弦比 压力分布 面元法 弹翼 计算
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