A platform for research: civil engineering, architecture and urbanism
Constant-Segment Method for Analysis of Nonuniform Members
There are several general methods of analsysis for beams having variable moments of inertia. Although precise, these methods are time- consuming and subject to numerical errors. Even the combination of column analogy and moment distribution sometimes becomes quite laborious.
Constant-Segment Method for Analysis of Nonuniform Members
There are several general methods of analsysis for beams having variable moments of inertia. Although precise, these methods are time- consuming and subject to numerical errors. Even the combination of column analogy and moment distribution sometimes becomes quite laborious.
Constant-Segment Method for Analysis of Nonuniform Members
Hanson, Walter E. (author) / Wiley, Wallace F. (author)
Transactions of the American Society of Civil Engineers ; 121 ; 1317-1330
2021-01-01
141956-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Constant segment method for analysis of non-uniform structural members
Engineering Index Backfile | 1955
|Flexural calculation of nonuniform members
Engineering Index Backfile | 1963
|Flexibility of axially-loaded nonuniform members
Engineering Index Backfile | 1966
|