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An Automated Design of Reinforcement Concrete Building StructuresBahremand, Mehdi 01 January 1975 (has links) (PDF)
The purpose of this paper is to present the development and use of a computer program to perform an automated structural design of two dimensional static concrete structural systems. The structural systems considered herein are composed of reinforced concrete beams and columns connected by rigid joints. Structural systems composed of large numbers of joints and members may be analyzed by using the developed program. The paper presents the development of the structural analysis using the displacement method and matrix techniques and the development of the concrete axial-moment interaction criteria. This criteria is based on the ultimate strength design using the 1971 ACI Building Code requirements. A detailed sample problem of a four story concrete building structure is presented. The sample problem gives the details of computer program input and output. The presented computer program is written FORTRAN language.
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The behaviour of reinforced concrete cantilever columns under lateral impact loadLoedolff, Matthys Johannes 12 1900 (has links)
Microreproduction of original thesis. / Thesis (PhD)--Stellenbosch University, 1990. / Some digitised pages may appear illegible due to the condition of the original microfiche copy. / ENGLISH ABSTRACT: see item for full text / AFRIKAANSE OPSOMMING: sien item vir volteks.
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Procedures for diagnosis and assessment of concrete buildingsHua, Wen-Gang. January 1993 (has links) (PDF)
Bibliography: leaves 213-234.
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Development of a precast prestressed concrete three-wythe sandwich wall panel /Lee, Byoung-Jun, January 2003 (has links)
Thesis (Ph. D.)--Lehigh University, 2003. / Includes vita. Includes bibliographical references (leaves 364-367).
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Influence of moments of inertia in frame analysisGudiño, Martin López, 1943- January 1971 (has links)
No description available.
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Viscoelastic analysis of reinforced concrete structures.Sheikh, Muhammad Akber. January 1971 (has links)
No description available.
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Iterative computer analysis of post-tensioned concrete beams and framesMaruri, Rodolfo Felipe 05 1900 (has links)
No description available.
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Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading /Wong, Anthony K. M. January 1999 (has links) (PDF)
Thesis (M.Eng.Sc.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999? / Bibliography: leaves 117-124.
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Behavior of steel-to-concrete connections for use in repair and rehabilitation of reinforced concrete structures /Jiménez Pacheco, Julio, January 1992 (has links) (PDF)
Thesis (M.S. in Engin.)--University of Texas at Austin, 1992. / Vita. Includes bibliographical references (leaves 143-148).
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The significance of negative bending moments in the seismic performance of hollow-core flooring : a thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering at the University of Canterbury /Woods, Lisa Joy. January 2008 (has links)
Thesis (M.E.)--University of Canterbury, 2008. / Typescript (photocopy). Includes bibliographical references. Also available via the World Wide Web.
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