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Massachusetts Institute of Technology

Non-linear analysis of building frames for earthquake loading.

Abstract

dc:description

Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1970. Ph.D.

Degree

thesis:*
Department dc:contributor.department
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering
Grantor dc:publisher
Massachusetts Institute of Technology
Year dc:date.issued
1970

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Latona, Raymond Wilbar
Advisor dc:contributor.advisor
  • Jose M. Roësset V.

Subjects

dc:subject × 1

Rights

dc:rights
Statement dc:rights
  • M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/1721.1/13803
OAI identifier oai:identifier
oai:dspace.mit.edu:1721.1/13803

Chain of custody

source
Harvested from
MIT
Base URL
dspace.mit.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Latona, Raymond Wilbar. Non-linear analysis of building frames for earthquake loading.. Massachusetts Institute of Technology, 1970. http://hdl.handle.net/1721.1/13803