Global ETD Search

81	Behaviour of multistorey infilled frames under lateral static load 李誠慰, Lee, Shing-wai. January 1974 (has links) published_or_final_version / Civil Engineering / Master / Master of Philosophy Structural analysis (Engineering) Strains and stresses. Structural frames.
82	Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames / Elwood, Kenneth. Moehle, Jack P. January 2003 (has links) Also published as first author's dissertation. / "November 2003." Accompanied by 1 CD-ROM: Shake table test videos. Includes bibliographical references (p. 239).
83	Behaviour of multistorey infilled frames under lateral static load. Lee, Shing-wai. January 1974 (has links) Thesis--M. Phil., University of Hong Kong.
84	FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES Qashu, Riyad K. January 1980 (has links) No description available. Structural frames. Deformations (Mechanics) Buckling (Mechanics)
85	Dynamic progressive collapse of frame structures Kaewkulchai, Griengsak, 1973- 07 July 2011 (has links) Not available / text Structural failures
86	Cantilever interaction of shear walls and frames Patel, Chimanbhai N., 1937- January 1968 (has links) No description available. Structural frames. Walls. Structural analysis (Engineering)
87	Elastic-plastic instability of plane frames Mohamed, Salah-Eldin A. 08 1900 (has links) No description available. Structural stability Structural frames Plastic analysis (Engineering)
88	Finite element analysis of tall buildings. Mamet, Jean Claude January 1972 (has links) No description available. Tall buildings Finite element method Structural frames
89	Dynamic analysis of RC frames subjected to ground motions using the particle flow code (PFC) / Davila-Sanhdars, Miguel Angel. Unknown Date (has links) Reinforced concrete structures are usually vulnerable to collapse in areas where the earthquakes are frequent. Although plenty of research has been carried out in that regard the problem is still in place. Furthermore, there are buildings that did not collapse with the first and second earthquake but with the third one. That happens because many buildings are generally declared safe after being thoroughly inspected in the visible areas only, ignoring the extent of the damage in the column-to-foundation connections. The criterion of identifying the failure at the base of the columns of the ground floor is that after the earthquake there are no traces of failure. In other words, the cracks at the base of the columns have been healed and concealed the damage in the core of the columns. / Thesis (PhDCivilEngineering)--University of South Australia, 2005. Buildings Reinforced concrete construction. Structural frames
90	Full-range analysis of reinforced concrete members and frames Lam, Yuet-kee, Jeffery. January 2009 (has links) Thesis (Ph. D.)--University of Hong Kong, 2009. / Includes bibliographical references (p. 196-214). Also available in print.

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