Adolf Walser
Biographic Data
| ID | 10623873 |
|---|---|
| NAME | Adolf Walser |
| GIVEN NAMES | Adolf |
| FAMILY NAME | Walser |
| SIGNATURE | WALSER A |
| AFFILIATIONS | Supervisor, Special Structures Section, Sargent & Lundy, Engrs., Chicago, Ill. |
| VERIFIED | No |
| TOTAL WORKS | 4 |
| TOTAL CITATIONS | 0 |
| WORKS AS AUTHOR | 4 |
| WORKS AS EDITOR | 0 |
| FIRST PUBLICATION YEAR | 1970 |
| LATEST PUBLICATION YEAR | 1977 |
| H-INDEX | 0 |
Closure to “Statistical Aspects of Containment Tendon Surveillance”
Statistical Aspects of Containment Tendon Surveillance
In a tendon surveillance program of containment structures, a small sample of tendons is periodically tested to measure adequacy of the existing prestressing force. The sample size required for such testing depends upon the method of sampling adopted and, of course, on the confidence desired in the testing program. For measurable quality characteristics, such as prestressing forces in containment tendons, the method of sampling by variable is mos…
Analysis and Design of Hyperbolic Cooling Towers
The analysis and design of a given hyperbolic cooling tower for a nuclear power plant are reviewed. Analysis is performed using available computer programs. Various loading conditions on the tower such as wind, earthquake, thermal, and self-weight, are considered and their effects are combined and compared. A number of wind-load distributions, used in Britain, Belgium, and the US, are taken for the analysis; and the corresponding results are comp…
Post-Tensioned Concrete Nuclear Structures
The responsibilities of the architect, engineer, and the utility in selecting the type of containment for a nuclear steam supply are presented. The Atomic Energy Commission's role in the design and construction of a nuclear facility is described. Reasons are given for using prestressed concrete and the post-tensioning systems that are available in the United States, along with loading conditions and the analytical techniques used in design. Reaso…
No prominent works on this page.
Post-Tensioned Concrete Nuclear Structures
The responsibilities of the architect, engineer, and the utility in selecting the type of containment for a nuclear steam supply are presented. The Atomic Energy Commission's role in the design and construction of a nuclear facility is described. Reasons are given for using prestressed concrete and the post-tensioning systems that are available in the United States, along with loading conditions and the analytical techniques used in design. Reaso…
Analysis and Design of Hyperbolic Cooling Towers
The analysis and design of a given hyperbolic cooling tower for a nuclear power plant are reviewed. Analysis is performed using available computer programs. Various loading conditions on the tower such as wind, earthquake, thermal, and self-weight, are considered and their effects are combined and compared. A number of wind-load distributions, used in Britain, Belgium, and the US, are taken for the analysis; and the corresponding results are comp…
Statistical Aspects of Containment Tendon Surveillance
In a tendon surveillance program of containment structures, a small sample of tendons is periodically tested to measure adequacy of the existing prestressing force. The sample size required for such testing depends upon the method of sampling adopted and, of course, on the confidence desired in the testing program. For measurable quality characteristics, such as prestressing forces in containment tendons, the method of sampling by variable is mos…
Closure to “Statistical Aspects of Containment Tendon Surveillance”
Engineering (4 works) · Computer Science (3 works) · Containment (computer programming) (3 works) · Structural engineering (3 works) · Civil engineering (2 works) · Forensic engineering (2 works) · Structural Response to Dynamic Loads (2 works) · Advanced Statistical Process Monitoring (1 work) · Boiler (water heating) (1 work) · Business (1 work)