A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of the limit load of statically indeterminate truss girders
The paper presents the procedure of limit load calculation of elasto-plastic trusses exposed to the action of proportional load which is gradually increased until the formation of failure mechanism. The calculation is based on the application of static and kinematic theorem of limit analysis which are the basis of the limit analysis of structures which produce the value of the limit load in a quick and efficient manner. Application of these theorems is displayed on the examples of truss girders loaded by one- and twoparameter load.
Determination of the limit load of statically indeterminate truss girders
The paper presents the procedure of limit load calculation of elasto-plastic trusses exposed to the action of proportional load which is gradually increased until the formation of failure mechanism. The calculation is based on the application of static and kinematic theorem of limit analysis which are the basis of the limit analysis of structures which produce the value of the limit load in a quick and efficient manner. Application of these theorems is displayed on the examples of truss girders loaded by one- and twoparameter load.
Determination of the limit load of statically indeterminate truss girders
Petrović Žarko (author) / Milošević Bojan (author) / Mijalković Marina (author) / Brčić Stanko (author)
2011
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
| Engineering Index Backfile | 1923
Statically indeterminate structures
| UB Braunschweig | 1964
Statically indeterminate frameworks
Engineering Index Backfile | 1937
Shearing failure in beams represented by statically-indeterminate truss mechanism
| Engineering Index Backfile | 1963