supported by the National Key Research and Development Program of China(Grant No.2016YFC0701703);the Fundamental Research Funds for the Central Universities;Project Supported by the Research and Innovation Program for Graduate Students in Jiangsu(Grant No.KYLX16_0257);A Project Funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions(Grant No.CE02-2-47)
The seismic performance of precast reinforced concrete (RC) coupled shear walls is significantly influenced by coupling beams and the beam-to-wall joints during large deformations into plastic ranges. This study inv...
supported by the National Natural Science Foundation of China(Grant No.51078077)
To study the deformability and ductility of an innovative precast shear wall joined by bolted connections,experimental tests were conducted on two test walls under monotonic and cyclic loading,respectively;subsequentl...
Presented herein is an experimental study on seismic resistance of rectangular steel reinforced concrete (SRC) columns confined with a new type of multi-spiral cage. The multi-spiral cage is a device of five interconn...