The utility model relates to a concrete pier wall-connection support beam system end structure. The utility model aims to provide a concrete pier wall-connection support beam system end structure which has a simple structure, is convenient to construct, and concrete pier walls and connection ...
The paper mainly introduces design points of concrete wall and its off-plate beam,describes structural design matters from aspects of model simplification,concrete wall design and structural demands,and analyzes project cases,which has provided some guidance for designers to solve similar problems in fut...
Connection for seismic areas: column beam junction Seismic connection: column beam junction Precast joint for seismic areas: foundation-to-column junction, PeikkoShoe Precast joint for seismic areas: foundation-to-column-dowel connection Precast joint for seismic area: wall-to-floor/half slab_connection...
Due to the support of the rectangular shear-wall boundary with the floor slab, the stress flowing between the rigid beam and the junction became “O”-shaped. The cracks on the floor surface eventually form a radial distribution starting from the edge of the shear wall, because the direction...
Connection for seismic areas: column beam junction Seismic connection: column beam junction Precast joint for seismic areas: foundation-to-column junction, PeikkoShoe Precast joint for seismic areas: foundation-to-column-dowel connection Precast joint for seismic area: wall-to-floor/half slab_connection...
Analysisofpartiallyrestrainedmomentatboltedconnectionjointsteel 系统标签: 弯矩钢梁混凝土restrained连接beam 文章编号:1000-6869(2006)05-0030-09 钢梁 混凝土墙铰结连接节点嵌固弯矩的分析与计算 叶列平 1 ,郑从立 1 ,蔡益燕 2 ,郁银泉 2 (1.清华大学土木工程系,北京100084;2.中国建筑标准设计研究院,北京100044) ...
For the emulative wall and one of the hybrid specimens, wall-to-foundation connection comprised of Type II mechanical splices of steel rebars, whereas the other hybrid wall utilized continuous rebars grouted into the foundation. Test results revealed the potential for the use of precast RC shear ...
To this aim, the concrete slabs are not modelled, being the purpose of the study to analyse the behaviour of the connection device, specifically focusing on the collar–beam interaction. In this way the computational effort is reduced. As a consequence, the concrete slab effect is taken into ...
These actuators are connected on one side to a strong reaction wall and on the other side to the top beam of the RC frame. The transfer of tension forces is realized by four steel tie rods running horizontally along the top beam and anchored to a strong steel plate at the end. The ...
Seismic Behavior of Bolted Endplate Connection Between Steel Reinforced Concrete (SRC) Wall and SRC Beam for Use in High-Rise Buildings The endplate is shop welded to the end of steel beam and then fastened to the flange of steel column at boundary element of wall pier through high-... Y...