Non‐linear analysis of coupled wall systems
作者:
Takehira Takayanagi,
William C. Schnobrich,
期刊:
Earthquake Engineering&Structural Dynamics
(WILEY Available online 1979)
卷期:
Volume 7,
issue 1
页码: 1-22
ISSN:0098-8847
年代: 1979
DOI:10.1002/eqe.4290070102
出版商: John Wiley&Sons, Ltd
数据来源: WILEY
摘要:
AbstractThe non‐linear response history and failure mechanism of coupled wall systems under dynamic loads and static loads are investigated through an analytical model. The walls and coupling beams are replaced by flexural elements. Axial and shear stiffnesses are included for the wall members. The stiffness characteristics of each member are determined by inelastic properties. The suitable hysteresis loops to each constituent member are established to include the specific characteristics of coupled wall systems. The computed results are compared with results obtained from tests using model structures statically and dynamically tested on the Illinois Earthquake Simulato
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