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Construction of department store at Burnaby, BC, on sharply sloping site with special grading problems and location subject to major earthquake damage, is described; steel frame building consists of 2 stories and basement with foundations in deep cut; earthquake design analysis; design for large penultimate moments, totaling 232 kip-ft in exterior columns.
Construction of department store at Burnaby, BC, on sharply sloping site with special grading problems and location subject to major earthquake damage, is described; steel frame building consists of 2 stories and basement with foundations in deep cut; earthquake design analysis; design for large penultimate moments, totaling 232 kip-ft in exterior columns.
Center for shockproof shopping
Civ Eng (NY)
Friedlander, G.D. (author)
1961
4 pages
Article (Journal)
English
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Engineering Index Backfile | 1952