CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Li Jin, Chen Peng, Wei Wei, Li Qingning. SEISMIC BEHAVIOR RESEARCH OF STEEL PLATE HOOP-BOLT PREFABRICATED COLUMN CONFINED BY HIGH-STRENGTH COMPOSITE SPIRAL STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 7-10.
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation:
Li Jin, Chen Peng, Wei Wei, Li Qingning. SEISMIC BEHAVIOR RESEARCH OF STEEL PLATE HOOP-BOLT PREFABRICATED COLUMN CONFINED BY HIGH-STRENGTH COMPOSITE SPIRAL STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 7-10.
In order to study the seismic behavior of steel plate hoop-bolt prefabricated column by high-strength
composite spiral stirrups，the low cyclic loading tests were carried out． Four long column specimens were designed．
Cracking，yield，destroyed process and destroyed state of specimens were observed in the tests，and the loaddisplacement
hysteretic curves and skeleton curves of each specimen were also obtained． Comparative study on
carrying capacity，ductility and energy dissipation capacity of each specimen was conducted，and analysis of the
reliability of steel plate hoop-bolt connection was done． The test proves that steel plate hoop-bolt prefabricated column
confined by high-strength composite spiral stirrups has about the same bearing capacity and seismic capacity as
compared with cast-in-place column，and the prefabricated column can be used to replace the cast-in-place column in
project in case of secure connections．
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Login
Register
E-alert
DownLoad: