RESPONSE SPECTRUM METHOD FOR NONCLASSICALLY DAMPED SYSTEMS

被引：30

作者：

GUPTA, AK

JAW, JW

机构：

[1] North Carolina State Univ, Dep of, Civil Engineering, Raleigh, NC, USA, North Carolina State Univ, Dep of Civil Engineering, Raleigh, NC, USA

来源：

NUCLEAR ENGINEERING AND DESIGN | 1986年 / 91卷 / 02期

关键词：

DAMPING MATRIX - DOF SYSTEM;

D O I：

10.1016/0029-5493(86)90203-7

中图分类号：

TL [原子能技术]; O571 [原子核物理学];

学科分类号：

0827 ; 082701 ;

摘要：

(Edited Abstract)

引用

页码：161 / 169

页数：9

共 12 条

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[5]

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[6]

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[7]

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[8] THE COMPARATIVE PERFORMANCE OF SEISMIC RESPONSE SPECTRUM COMBINATION RULES IN BUILDING ANALYSIS [J].

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EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1983, 11 (05) :623-647

[9]

NAU JM, 1982, SRS499 U ILL URB CHA

[10]

PECKNOLD DA, 1979, J ENG MECH DIV-ASCE, V105, P1057

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