Global ETD Search

1	Seismic assessment of flexible rocking structures Acikgoz, Mehmet Sinan January 2015 (has links) No description available. 620 Earthquake resistant design
2	Deformation-based seismic design models for waterfront structures Yang, Dong-Shan. January 1999 (has links) (PDF) Thesis (Ph.D.)--Oregon State University, 1999. / Includes bibliographical references. Earthquake resistant design Waterfronts
3	Mutual pounding of structures during strong earthquakes / Rohanimanesh, Mohammad S., January 1994 (has links) Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 271-274). Also available via the Internet. Buildings Earthquake resistant design.
4	Displacement-based seismic design of structures using equivalent linear system parameters / Oguzmert, Metin. January 2006 (has links) Thesis (PH.D.) -- Syracuse University, 2006 Earthquake resistant design.
5	Pseudo inelastic torsional seismic analysis utilizing the modified substitute structure method Tam, Ken Sau Kuen January 1985 (has links) A computational procedure for the evaluation of inelastic responses and ductility demands of three dimensional buildings subjected to multi-component earthquake excitations is presented. The modified substitute structure method is based on elastic modal analysis but is an iterative procedure which involves a fictitious linear structure whose stiffness and damping characteristics are related to the ductility demands. The building is idealized as an assembly of plane frames interconnected by rigid diaphragms. Coupling of individual frames through common columns is taken into account. It is not necessary for all storey masses to lie on a vertical line, so that structures with varying floor dimensions can be modelled. Two reinforced concrete structures of different types, moment resisting frames and coupled wall cores, are tested with the method. The accuracy of the method for predicting ductility demands and lateral deflections is determined by comparison with averaged results obtained from the time step analysis program DRAIN-TABS. The proposed method fills the void between elastic modal analysis which cannot provide information on inelastic behaviour of the structure, and full scale time step analysis which is complex and expensive to use. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate Earthquake resistant design
6	Seismic performanc of link-to-column connections in steel eccentrically braced frames Okazaki, Taichiro 28 August 2008 (has links) Not available / text Structural frames Earthquake resistant design
7	Incentives for earthquake hazard mitigation / Teakle, Geraldine Mary Reid. January 1998 (has links) (PDF) Thesis (M. Env. Sc.)--University of Adelaide, Mawson Graduate Centre for Environmental Studies, 1999? / Includes bibliographical references (leaves 94-99).
8	A study of some issues related to seismic design provisions of national building code of Canada / Mahgoub, Mohamed Ahmed, January 1900 (has links) Thesis (Ph. D.)--Carleton University, 2005. / Includes bibliographical references (p. 276-279). Also available in electronic format on the Internet.
9	Seismic design and analysis of rectangular underground structures / Huo, Hongbin January 2005 (has links) Thesis (Ph.D.)--Purdue University, 2005. / Includes bibliographical references.
10	Seismic performance of link-to-column connections in steel eccentrically braced frames Okazaki, Taichiro, Engelhardt, Michael D. January 2004 (has links) (PDF) Thesis (Ph. D.)--University of Texas at Austin, 2004. / Supervisor: Michael D. Engelhardt. Vita. Includes bibliographical references.

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