A hybrid reinforced precast frame for seismic regions

被引：186

作者：

Stanton, J ^{[1
]}

Stone, WC ^{[1
]}

Cheok, GS ^{[1
]}

机构：

[1] UNIV WASHINGTON,DEPT CIVIL ENGN,SEATTLE,WA 98195

来源：

PCI JOURNAL | 1997年 / 42卷 / 02期

关键词：

D O I：

10.15554/pcij.03011997.20.23

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A precast, prestressed concrete framing system for resisting earthquake loads is described. The system uses both unbonded post-tensioned reinforcement and bonded bar reinforcement. Tests have shown that its performance is equal or superior to that of a conventional cast-in-place moment frame. Design criteria and code implications resulting from the test program as well as suggested topics for future research are discussed.

引用

页码：20 / 32

页数：13

共 20 条

[1]

*AM CONCR I, 1995, 318 ACI COMM

[2]

BOCA, 1993, NAT BUILD COD

[3]

CHEOK GS, 1991, 4589 NISTIR NAT I ST

[4]

CHEOK GS, 1996, 5765 NISTIR NAT I ST

[5]

CHEOK GS, 1990, 4433 NISTIR NAT I ST

[6]

CHEOK GS, 1993, 5246 NISTIR NAT I ST

[7]

CHEOK GS, 1994, 5436 NISTIR NAT I ST

[8]

*ICBO, 1994, UN BUILD COD

[9] DISPLACEMENT-BASED DESIGN OF RC BRIDGE COLUMNS IN SEISMIC REGIONS [J].

KOWALSKY, MJ ;

PRIESTLEY, MJN ;

MACRAE, GA .

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1995, 24 (12) :1623-1643

[10]

MacRae GA, 1994, 9410 SSRP U CAL DEP

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