| contributor author | Brian Giltner | |
| contributor author | Aslam Kassimali | |
| date accessioned | 2017-05-08T21:22:35Z | |
| date available | 2017-05-08T21:22:35Z | |
| date copyright | May 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0680%282000%295%3A2%2870%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48987 | |
| description abstract | It is the goal of a computer model to accurately represent a structure mathematically. However, limitations exist that inhibit the ability to achieve an “exact” mathematical model. One such limitation is the number of nodes/members that the computer program can utilize. To help alleviate this problem for structures with trusses, a method has been developed to replace trusses with beam elements thereby reducing the size of the computer model required for analysis. An example structure is presented. | |
| publisher | American Society of Civil Engineers | |
| title | Equivalent Beam Method for Trusses | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | Practice Periodical on Structural Design and Construction | |
| identifier doi | 10.1061/(ASCE)1084-0680(2000)5:2(70) | |
| tree | Practice Periodical on Structural Design and Construction:;2000:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext | |
