NONLINEAR ANALYSIS OF COUPLED WALL SYSTEMS

被引：51

作者：

TAKAYANAGI, T

SCHNOBRICH, WC

机构：

[1] Taisei Corporation, Tokyo

[2] Department of Civil Engineering, University of Illinois, Urbana, Illinois

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1979年 / 7卷 / 01期

关键词：

D O I：

10.1002/eqe.4290070102

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The 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 Simulator. Copyright © 1979 John Wiley & Sons, Ltd

引用

页码：1 / 22

页数：22

共 6 条

[1]

Takeda T., Sozen M.A., Nielsen N.N., Reinforced concrete response to simulated earthquakes, J. Struct. Div. ASCE, 96, pp. 2557-2573, (1970)

[2]

Aristizabal-Ochoa J.D., (1976)

[3]

Otani S., (1972)

[4]

Livesley R.K., Matrix Methods of Structural Analysis, (1964)

[5]

Abrams D.P., Measured hysteresis relationships for small‐scale beams, (1976)

[6]

Mahin S.A., Bertero V.V., Nonlinear seismic response of a coupled wall system, J. Struct. Div., ASCE, 102, pp. 1759-1780, (1976)

← 1 →