SAFETY IN SHEAR - CP114 AND CP110

被引：0

作者：

REGAN, PE ^{[1
]}

机构：

[1] POLYTECH CENT LONDON,LONDON W1M 8JS,ENGLAND

来源：

CONCRETE | 1976年 / 10卷 / 10期

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：31 / &

共 50 条

[1] SHEAR IN PRESTRESSED CONCRETE TO CP110
SMITH, IA
CONCRETE, 1974, 8 (07): : 39 - 41
[2] QUIZZICAL LOOK AT CP110
FAREBROT.JE
CONCRETE, 1973, 7 (09): : 22 - 24
[3] COLUMN DESIGN TO CP110
SMITH, IA
CONCRETE, 1974, 8 (10): : 38 - 40
[4] LIMIT STATES OF IMPACT AND CP110
HUGHES, BP
CONCRETE, 1973, 7 (08): : 37 - 40
[5] Control of Centriole Length by CPAP and CP110
Schmidt, Thorsten I.
Kleylein-Sohn, Julia
Westendorf, Jens
Le Clech, Mikael
Lavoie, Sebastien B.
Stierhof, York-Dieter
Nigg, Erich A.
CURRENT BIOLOGY, 2009, 19 (12) : 1005 - 1011
[6] Double life of centrioles: CP110 in the spotlight
Bettencourt-Dias, Monica
Carvalho-Santos, Zita
TRENDS IN CELL BIOLOGY, 2008, 18 (01) : 8 - 11
[7] TORSION IN CONCRETE AND CP110 1972.
Marshall, W.T.
Structural Engineer, 1974, 52 (03): : 83 - 88
[8] USE OF SIMPLIFIED METHODS IN CP110 - IS RIGOUR NECESSARY
BEEBY, AW
TAYLOR, HPJ
STRUCTURAL ENGINEER-PART A, 1978, 56 (08): : 209 - 215
[9] USE OF SIMPLIFIED METHODS IN CP110 - IS RIGOUR NECESSARY?
Beeby, A.W.
Taylor, H.P.J.
Structural Engineer, 1978, 56 A (08): : 209 - 215
[10] COMPLYING WITH CP110 - STATISTICAL IMPLICATIONS OF SECTION-6
HARRIS, CAR
CONCRETE, 1976, 10 (03): : 29 - 29