| contributor author | Y. L. Mo | |
| contributor author | M. L. Hwang | |
| date accessioned | 2017-05-08T21:22:30Z | |
| date available | 2017-05-08T21:22:30Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%291084-0680%281999%294%3A3%28111%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48961 | |
| description abstract | To expedite the fabrication of reinforcing cages of reinforced concrete (RC) columns, a new configuration of lateral steel for RC columns is proposed. To evaluate the effect of such a configuration on the seismic performance of the column, six RC columns with a cross section of 400 × 400 mm were tested. It was found from the test results that the new configuration of lateral steel had better seismic performance than that usually used in design. | |
| publisher | American Society of Civil Engineers | |
| title | New Configuration of Lateral Steel for RC Columns | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 3 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(1999)4:3(111) | |
| tree | Practice Periodical on Structural Design and Construction:;1999:;Volume ( 004 ):;issue: 003 | |
| contenttype | Fulltext | |
