Issues

RESOLVING THE ARTIFICIAL FLEXURE PROBLEM IN THE FRAME METHOD.

A K H KWAN
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for RESOLVING THE ARTIFICIAL FLEXURE PROBLEM IN THE FRAME METHOD.

AN APPRAISAL OF PARTIALLY RESTRAINED COLUMN BEHAVIOUR IN NON-SWAY STEEL FRAMES.

C GIBBONS; D A NETHERCOT; P A KIRBY; Y C WANG; BRE
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for AN APPRAISAL OF PARTIALLY RESTRAINED COLUMN BEHAVIOUR IN NON-SWAY STEEL FRAMES.

EXPERIMENTAL BEHAVIOUR OF PARTIALLY RESTRAINED STEEL COLUMNS.

C GIBBONS; P A KIRBY; D A NETHERCOT
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for EXPERIMENTAL BEHAVIOUR OF PARTIALLY RESTRAINED STEEL COLUMNS.

DETAILING REINFORCED CONCRETE CLOSING CORNER JOINTS FOR DUCTILITY.

A ZOUZOU; D HALDANE
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for DETAILING REINFORCED CONCRETE CLOSING CORNER JOINTS FOR DUCTILITY.

A SIMPLE BIAXIAL TANGENT CONSTITUTIVE MODEL FOR CONCRETE UNDER STATIC MONOTONIC LOADING ONLY. TECHNICAL NOTE.

Z LIN; M RAOOF
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for A SIMPLE BIAXIAL TANGENT CONSTITUTIVE MODEL FOR CONCRETE UNDER STATIC MONOTONIC LOADING ONLY. TECHNICAL NOTE.

TECHNICAL NOTE. DESIGN CHARTS FOR ELASTO-PLASTIC DESIGN OF CLADDING PANELS SUBJECT TO DYNAMIC LOADING.

P LEACH
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. DESIGN CHARTS FOR ELASTO-PLASTIC DESIGN OF CLADDING PANELS SUBJECT TO DYNAMIC LOADING.

INTRODUCTION TO A SERIES OF TECHNICAL NOTES ON IN-SITU NON-DESTRUCTIVE TESTING TECHNIQUES.

A E LONG
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for INTRODUCTION TO A SERIES OF TECHNICAL NOTES ON IN-SITU NON-DESTRUCTIVE TESTING TECHNIQUES.

TECHNICAL NOTE. PARTIALLY DESTRUCTIVE METHODS FOR ASSESSING THE IN-SITU STRENGTH OF CONCRETE.

J H BUNGEY; BS 1881
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. PARTIALLY DESTRUCTIVE METHODS FOR ASSESSING THE IN-SITU STRENGTH OF CONCRETE.

TECHNICAL NOTE. IN-SITU METHODS FOR ASSESSING THE QUALITY OF CONCRETE REPAIRS.

D J CLELAND
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. IN-SITU METHODS FOR ASSESSING THE QUALITY OF CONCRETE REPAIRS.

TECHNICAL NOTE. FUTURE PROSPECTS FOR ULTRASONIC INSPECTION OF CONCRETE.

D R ANDREWS
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. FUTURE PROSPECTS FOR ULTRASONIC INSPECTION OF CONCRETE.

TECHNICAL NOTE. A BRIEF REVIEW OF METHODS FOR MEASURING THE PERMEATION PROPERTIES OF CONCRETE IN SITU.

P A M BASHEER
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. A BRIEF REVIEW OF METHODS FOR MEASURING THE PERMEATION PROPERTIES OF CONCRETE IN SITU.

TECHNICAL NOTE. CORROSION RATE MEASUREMENT OF IN-SITU REINFORCED CONCRETE STRUCTURES.

S G MILLARD
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. CORROSION RATE MEASUREMENT OF IN-SITU REINFORCED CONCRETE STRUCTURES.

TECHNICAL NOTE. NON-DESTRUCTIVE TESTING OF WELDED STRUCTURAL STEELWORK.

F M BURDEKIN
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. NON-DESTRUCTIVE TESTING OF WELDED STRUCTURAL STEELWORK.

TECHNICAL NOTE. IMPULSE RADAR TESTING OF STRUCTURES.

M C FORDE; N MCCAVITT
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for TECHNICAL NOTE. IMPULSE RADAR TESTING OF STRUCTURES.

DISCUSSION OF PAPERS 9424, 9515 & 9516. TORRIDGE BRIDGE: DESIGN; CONSTRUCTION OF SUBSTRUCTURE AND DECK PRECASTING WORK; ERECTION OF SUPERSTRUCTURE.

C H POTHECARY; T J C CHRISTIE; L BRINDLE; M R HAWKINS; D J ADLER; M C WILSON; S BOURNE; SIR F GIBB; P H DAWE; A G SIMPSON; M F CRADDY; D S CULLEY; A BASA; A P MOSS; E O LEARY
View articletitled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
Open the PDF for in another window
Add to Citation Manager for DISCUSSION OF PAPERS 9424, 9515 & 9516. TORRIDGE BRIDGE: DESIGN; CONSTRUCTION OF SUBSTRUCTURE AND DECK PRECASTING WORK; ERECTION OF SUPERSTRUCTURE.