4 edition of Steel columns: a survey and appraisal of past works found in the catalog.
Steel columns: a survey and appraisal of past works
Arne Arthur Jakkula
1949 in [College Station .
Written in English
|Statement||by A. A. Jakkula and Henson K. Stephenson.|
|Series||Texas Engineering Experiment Station. Bulletin, no. 91|
|Contributions||Stephenson, Henson K., joint author.|
|LC Classifications||TA492.C7 J3|
|The Physical Object|
|Pagination||v, 118 p.|
|Number of Pages||118|
|LC Control Number||49047251|
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Get this from a library. Steel columns: a survey and appraisal of past works. [A A Jakkula; Henson K Stephenson; Texas Agricultural and Mechanical College System,; Texas Engineering Experiment Station,; Agricultural and Mechanical College of Texas.; United States.
Public Roads Administration.]. Hollow circular steel columns filled with reinforced concrete support the beams along the exterior of the building. They have typical spacing of m and sizes ranging from Ømm x 8mm at level 1 to Ø x at level At the base of the building columns are connected at to steel plates with 6mm fillet welds (figure 9).
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The buckling of thin-walled steel columns is generally divided into three modes: local buckling, overall buckling, and local–overall interactive buckling. Many previous research works are carried out to investigate the local and overall interactive buckling behavior and.
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