EVALUATION OF CODE TORSIONAL PROVISIONS FOR EARTHQUAKE RESISTANT DESIGN OF SINGLE STOREY BUILDINGS WITH 2 ECCENTRICITY COMPONENTS

被引：7

作者：

TSICNIAS, TG

HUTCHINSON, GL

机构：

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY | 1982年 / 73卷 / JUN期

关键词：

D O I：

10.1680/iicep.1982.1711

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：455 / 464

页数：10

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[2]

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[3]

ROSENBLUETH E, 1976, J STRUCT DIV-ASCE, V102, P455

[4]

ROSENBLUETH E, 1979, INT J EARTHQUAKE ENG, V7, P49

[5]

TSICNIAS T, 1981, THESIS U LONDON

TSICNIAS, TG ;

HUTCHINSON, GL .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1981, 71 (SEP) :821-843

[7]

1977, EFFECTS EARTHQUAKES

[8]

1978, ATC3 US DEP COMM STR

[9]

1976, NZS4303 STAND ASS NZ