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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Nonlinear and cyclic behaviour of infilled frames

關國雄, Kwan, Kwok-hung, Albert. January 1982 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
2

Three-dimensional frameworks

Tozer, Barry Allan. January 1966 (has links) (PDF)
No description available.
3

Nonlinear and cyclic behaviour of infilled frames /

Kwan, Kwok-hung, Albert. January 1982 (has links)
Thesis--Ph. D., University of Hong Kong, 1983.
4

Study of multibay and multistorey infilled frames /

Lo, Ching-quei. January 1988 (has links)
Thesis (Ph. D.)--University of Hong Kong, 1989.
5

Study of multibay and multistorey infilled frames

羅征桂, Lo, Ching-quei. January 1988 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
6

Elastic column stability in multi-storey frames

Çelebi, Mehmet. January 1968 (has links)
Column design methods for multi-storey frames commonly used in North America are based upon two nomograms prepared by Julian and Lawrence. The various assumptions behind the equations of these nomograms necessitate a realistic review of the effective column length factor which defines the load carrying capacity of the column. For multi-storey frames subjected to gravity and lateral loads, a theoretical solution based on matrix formulations has been developed. Experiments were done on an aluminum framework designed to verify the behaviour of the multi-storey frame and the columns as a part of the frame. The behaviour observed for different loading patterns is compared with the theoretical solution using a proportional multiplier of load as parameter. The Southwell plotting technique, is applied to find the critical loads of column members in the loaded frame. Comparisons with the present code are given for interior, exterior and tier columns.
7

General nonlinear computer analysis of framed structures

Swanger, Michael Harry 05 1900 (has links)
No description available.
8

Three-dimensional frameworks.

Tozer, Barry Allan. January 1966 (has links) (PDF)
Thesis (M.E.) -- University of Adelaide, Dept. of Civil Engineering, 1968.
9

Live load moment coefficients for multistory building frames

Desai, Ashok J. January 1965 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1965. / eContent provider-neutral record in process. Description based on print version record. Bibliography: l. 41.
10

Matrix analysis of space rigid frames

Niu, Hsien-Ping. January 1962 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1962. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf 94).

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