A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of Isolated Shear Walls Subjected to Lateral Loads
The project deals with lateral load distribution in non-lineal concrete shear wall systems. The work is being performed along two lines: Theoretical analyses using the finite element method and other more approximate techniques and experimental studies using fairly large microconcrete models. The objective of the investigation is to recommend practical guidelines for the economical design of shear walls to resist lateral loads. Behavior of an isolate shear wall subjected to lateral loads is analyzed in this report. Two concentrated lateral loads were applied at alternate floor levels in a four story shear wall. Deflections, stresses and strains were measured and compared with the theoretical results. The differences between the theoretical and experimental values are shown and discussed.
Behavior of Isolated Shear Walls Subjected to Lateral Loads
The project deals with lateral load distribution in non-lineal concrete shear wall systems. The work is being performed along two lines: Theoretical analyses using the finite element method and other more approximate techniques and experimental studies using fairly large microconcrete models. The objective of the investigation is to recommend practical guidelines for the economical design of shear walls to resist lateral loads. Behavior of an isolate shear wall subjected to lateral loads is analyzed in this report. Two concentrated lateral loads were applied at alternate floor levels in a four story shear wall. Deflections, stresses and strains were measured and compared with the theoretical results. The differences between the theoretical and experimental values are shown and discussed.
Behavior of Isolated Shear Walls Subjected to Lateral Loads
N. Misra (author) / V. Ramakrishnan (author)
1975
36 pages
Report
No indication
English
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