Design of Arch Dams by Trial Load Method of Analysis
Bibliographic Data
| ID | 22919459 |
|---|---|
| Authors | Merlin D Copen (Engr., Bur. of Reclam,. U. S. Dept. of Interior, Denver, Colo., corresponding author) |
| Year | 1960 |
| Volume | 86 |
| Issue | 4 |
| Pages | 13-29 |
| Publication date | 1960-08-01 |
| Open Access | No |
| Type | ARTICLE |
| Venue | Power (JOURNAL) |
| Journal identifiers | ISSN: 0569-8030 • E-ISSN: 1936-7791 |
| Publisher | American Society of Civil Engineers (ASCE) (PUBLISHER • US) |
| DOI | 10.1061/jpweam.0000305 |
| OpenAlex | W2207963570 |
| Language | EN |
Basic principles of trial-load method of stress analysis; various types of analyses, and their advantages and limitations; economical design and saving in design time by use of trial-load method of stress analysis; examples.
Arch · Arch dam · Civil engineering · Design methods · Reliability engineering · Stress (linguistics) · Structural engineering · Computer Science · Engineering · Geodetic Measurements and Engineering Structures · Mechanical Engineering
| Highly cited | No |
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