两层低损伤混凝土墙体试验楼的墙与楼连接

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Qun Yang, Richard S. Henry, Yiqiu Lu, Geoffrey W. Rodgers, Ying Zhou
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引用次数: 0

摘要

先前的研究表明,采用无粘结后张(PT)肌腱的墙体可以提供有效的解决方案,以实现低损伤设计目标。墙体与楼板的连接对于楼板实现低损伤性能要求至关重要,而墙体与楼板的相互作用也会改变系统中产生的横向荷载传递和过强行为。为了验证低损伤概念和连接细节,一座两层PT混凝土墙体建筑采用了灵活和隔离的墙到楼连接设计,最近进行了振动台试验。柔性连接的设计旨在传递横向荷载,同时通过连接板或复合楼板容纳墙体隆起。隔离连接的设计是为了将地板与墙体的隆起和旋转分离开来,在水平方向上传递力的同时,将对地板的损害降到最低。考虑到几个性能标准,本文研究了这些墙-地连接的性能。本研究的主要目标包括:(1)总结观察到的性能和损伤状态;(2)量化变形响应;(3)研究力传递和加速度响应。测试结果证实,柔性连接和隔离连接都有效地解决了系统中的变形兼容性问题。柔性连接主要通过发展分布在底板内的窄裂缝来适应墙体的抬升。隔离连接允许横向荷载传递,而不会对地板施加变形。两个连接的加速度响应表现出不同的趋势。柔性连接的整体设计确保了力以一致的加速度响应从墙壁完全传递到地板,而隔离连接部分释放了传递机制,只有低频分量的水平和垂直加速度通过连接传递。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Wall-to-Floor Connections in a Two-Storey Low-Damage Concrete Wall Test Building

Wall-to-Floor Connections in a Two-Storey Low-Damage Concrete Wall Test Building

Prior studies have demonstrated that walls implementing unbonded post-tensioned (PT) tendons can provide an effective solution to achieve a low-damage design objective. The wall-to-floor connection is crucial for the floor to achieve the low-damage performance requirements, and wall-to-floor interaction can also alter the lateral load transfer and overstrength actions that develop in the system. To validate low-damage concepts and connection detailing, a two-storey PT concrete wall building with both flexible and isolated wall-to-floor connection designs was recently subjected to shake-table tests. The design of the flexible connections aimed to transfer lateral loads while accommodating wall uplift with a link slab or composite floor. The isolated connections were designed to decouple the floor from the uplift and rotation of the wall to minimise the damage to the floor while transferring forces in the horizontal direction. The behaviour of these wall-to-floor connections was investigated in this paper with consideration of several performance criteria. Key objectives of this investigation of the two wall-to-floor connections included: (1) summarise the observed performance and damage states; (2) quantify the deformation responses; and (3) investigate the force transfer and acceleration responses. Test results confirmed that both the flexible and isolated connections effectively addressed deformation compatibility in the system. The flexible connection primarily accommodated wall uplift by developing narrow cracks that were distributed within the floor. The isolated connection allowed lateral load transfer without imposing deformations on the floor. The acceleration responses of the two connections exhibited different trends. The integral design of the flexible connection ensured that forces were fully transferred from the wall to the floor with consistent acceleration responses, while the isolated connection partially released the transfer mechanism, with only horizontal and vertical accelerations with low-frequency components transmitted through the connection.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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