Page 1 | Search Results | Minutes of the Proceedings of the Institution of Civil Engineers

1-14 of 14

Sort by

Journal Articles

STUDENTS' PAPER. ARCHED RIBS AND VOUSSOIR ARCHES. (INCLUDING APPENDIX).

Minutes of the Proceedings of the Institution of Civil Engineers (1888) 93 (1888): 462–477.

https://doi.org/10.1680/imotp.1888.21072

Published: 01 January 1888

...H M MARTIN 462 IARTIX ox ARCHED RIBS AND voussom ARCHES. [Selected (Students Paper No. 257.) ((Arched Ribs and Voussoir Arches. l By HAROLMDEDWAYMARTINW, h. Sc., Stud. Inst. C.E. TAKIXthGe most general case of an arched rib securely anchored toitsabutments,theequationswhichdeterminethebending...

View article titled, STUDENTS' PAPER. ARCHED RIBS AND VOUSSOIR ARCHES. (INCLUDING APPENDIX).

Add to Citation Manager for STUDENTS' PAPER. ARCHED RIBS AND VOUSSOIR ARCHES. (INCLUDING APPENDIX).

Journal Articles

STUDENTS' PAPER. THE STABILITY OF VOUSSOIR ARCHES.

H A CUTLER

Minutes of the Proceedings of the Institution of Civil Engineers (1886) 86 (1886): 217–234.

https://doi.org/10.1680/imotp.1886.21169

Published: 01 January 1886

...H A CUTLER © Thomas Telford and ICE 1886 STABILITY ARCHES EQUILIBRIUM BENDING MOMENTS LOADS FAILURES PRESSURE STRESS VOUSSOIRS CURVES RESISTANCE THRUST HORIZONTAL ABUTMENTS Selected Papers.] CUTLER ON STABILITY OB VOUSSOIR ARCHES. 217 SECT.11.-OTHER SELECTEDPAPERS...

View article titled, STUDENTS' PAPER. THE STABILITY OF VOUSSOIR ARCHES.

Add to Citation Manager for STUDENTS' PAPER. THE STABILITY OF VOUSSOIR ARCHES.

Journal Articles

DOCK GATES. (INCLUDES PLATE AND APPENDICES).

A F BLANDY

Minutes of the Proceedings of the Institution of Civil Engineers (1879) 58 (1879): 154–221.

https://doi.org/10.1680/imotp.1879.22175

Published: 01 January 1879

...A F BLANDY © Thomas Telford and ICE 1879 DOCKS GATES HARBOURS STRESS STRAIN QUOINS COMPRESSIVE BENDING MOMENTS NIPPING WOOD BEAMS VOUSSOIRS CONSTRUCTION TIMBER MITRE POSTS TRUSSES SHEARING TENSILE WROUGHT IRON METALS SILLS GREENHEART DEFLECTION 154...

View article titled, DOCK GATES. (INCLUDES PLATE AND APPENDICES).

Add to Citation Manager for DOCK GATES. (INCLUDES PLATE AND APPENDICES).

Journal Articles

DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).

J GAUDARD, L F V HARCOURT

Minutes of the Proceedings of the Institution of Civil Engineers (1879) 58 (1879): 310–336.

https://doi.org/10.1680/imotp.1879.22179

Published: 01 January 1879

...J GAUDARD; L F V HARCOURT © Thomas Telford and ICE 1879 LAUSANNE ACADEMY BRIDGES ERECTION SPANS STABILITY ARCHES ASHLAR MASONRY PORTLAND CEMENT CONCRETE IRON PIERS RAILWAYS VIADUCTS GIRDERS STRAIN LATTICE TRUSSES VOUSSOIRS INTRADOS EXTRADOS JOINTS...

View article titled, DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).

Add to Citation Manager for DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).

Journal Articles

ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).

W BELL

Minutes of the Proceedings of the Institution of Civil Engineers (1872) 33 (1872): 58–126.

https://doi.org/10.1680/imotp.1872.22892

Published: 01 January 1872

...W BELL PONTYPRIDD PONT Y TU PRYDD TAFF RIVER TAFE WALES UK © Thomas Telford and ICE 1872 ARCHES STRESS RIGID CONTINUOUS BEAMS VOUSSOIRS BRIDGES CURVES EQUILIBRIUM RIBS CALCULATIONS BENDING MOMENTS VERTICAL FORCES WEIGHT LOADS MOVING OBLIQUE DOCKS GATES...

View article titled, ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).

Add to Citation Manager for ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).

Journal Articles

DISCUSSION. ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES.

M J GAUDARD, E COLLIGNON, J C MAXWELL, L E FLETCHER, F JENKIN, G H PHIPPS, W AIRY, W H BIDDER, J M HEPPEL, J BROWNE, W C UNWIN, W BELL

Minutes of the Proceedings of the Institution of Civil Engineers (1872) 33 (1872): 127–165.

https://doi.org/10.1680/imotp.1872.22893

Published: 01 January 1872

... separately, underthe section on the effect of a smallalterationinthespan of a rigid arch. He might perhaps be permitted, in conclusion, to raise an incidental question, apart indeed from thetheory properlyspeaking o f arches, butwhichhad beensuggested bytheremarksinthe Paper on the voussoir arch...

View article titled, DISCUSSION. ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES.

Add to Citation Manager for DISCUSSION. ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES.

Journal Articles

DESCRIPTION OF THE PONT DU GARD (PART OF DISCUSSION ON THE BRIDGE-AQUEDUCT AT ROQUEFAVOUR).

G RENNIE

Minutes of the Proceedings of the Institution of Civil Engineers (1855) 14 (1855): 236–238.

https://doi.org/10.1680/imotp.1855.23903

Published: 01 January 1855

..., or 64 feet. The bedstones are about 0" l@o,r 4 inches in thickness. The voussoirs of the large arches are about 1" 6@, or 5) feet in length ; in the second series of arches the voussoirs are about 1" 5 P , or 5 feet, andin those of the upper series theyareabout 0" So", or 24 feet. I t is to be remarked...

View article titled, DESCRIPTION OF THE PONT DU GARD (PART OF DISCUSSION ON THE BRIDGE-AQUEDUCT AT ROQUEFAVOUR).

Add to Citation Manager for DESCRIPTION OF THE PONT DU GARD (PART OF DISCUSSION ON THE BRIDGE-AQUEDUCT AT ROQUEFAVOUR).

Journal Articles

ON THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION. (INCLUDES PLATE).

W H BARLOW

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 162–172.

https://doi.org/10.1680/imotp.1846.24301

Published: 01 January 1846

...W H BARLOW © Thomas Telford and ICE 1846 ARCHES VOUSSOIRS LINES THRUST THRUST LINE EQUAL HORIZONTAL GEOMETRY CONSTRUCTION METHODS CALCULATING PRESSURE THICKNESS JOINTS CATENARIES WEDGES CURVES ABUTMENTS CROWNS EQUILIBRIUM THEORY PRACTICE 162 BARLOW O N ARCHES...

View article titled, ON THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION. (INCLUDES PLATE).

Add to Citation Manager for ON THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION. (INCLUDES PLATE).

Journal Articles

ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

G SNELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 439–464.

https://doi.org/10.1680/imotp.1846.24330

Published: 01 January 1846

...G SNELL ARCHES STABILITY PRESSURE METHODS CALCULATING FORMS SECTIONS DEPTH VOUSSOIRS INTRADOS EXTRADOS CROWNS BLOCKS MATERIALS SUPERSTRUCTURES STRENGTH FORCES STONE MASONRY JOINTS RUPTURES FAILURES RESISTANCE LINES VAULTS © Thomas Telford and ICE 1846 STABILITY...

View article titled, ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

Add to Citation Manager for ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

Journal Articles

DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.

STEWART, G SNELL, R STEPHENSON, PASLEY, J S RUSSELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 464–466.

https://doi.org/10.1680/imotp.1846.24331

Published: 01 January 1846

...STEWART; G SNELL; R STEPHENSON; PASLEY; J S RUSSELL © Thomas Telford and ICE 1846 ARCHES STABILITY PRESSURE METHODS CALCULATING FORMS SECTIONS DEPTH VOUSSOIRS INTRADOS EXTRADOS FAILURES STRENGTH MATERIALS STONE MASONRY LINES RESISTANCE 464 STAELLITY OF ARCHES...

View article titled, DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.

Add to Citation Manager for DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.

Journal Articles

DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

W CUBITT, T SOPWITH, I K BRUNEL, W H BARLOW, A PELLATT, W S INMAN, R STEPHENSON, G P BIDDER, G SNELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 172–182.

https://doi.org/10.1680/imotp.1846.24302

Published: 01 January 1846

...W CUBITT; T SOPWITH; I K BRUNEL; W H BARLOW; A PELLATT; W S INMAN; R STEPHENSON; G P BIDDER; G SNELL © Thomas Telford and ICE 1846 ARCHES VOUSSOIRS LINES THRUST THRUST LINE EQUAL HORIZONTAL GEOMETRY CONSTRUCTION METHODS CALCULATING PRESSURE CURVES FORMULAE THEORY PRACTICE...

View article titled, DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

Add to Citation Manager for DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

Journal Articles

APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.

G SNELL

Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 468–474.

https://doi.org/10.1680/imotp.1846.24333

Published: 01 January 1846

...,) will be consideredequivalent to the strength of 2 inches of the depth of the soffit-stones. Let it beSupposed for trial, that the strengthof the material is such, that the voussoirs are about to fail, and the crown about to fall, when the point of "p- plication of the resultant pressure, at. the crown, is 4 inches from...

View article titled, APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.

Add to Citation Manager for APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.

Journal Articles

DESCRIPTION OF THE GREAT AQUEDUCT AT LISBON, OVER THE VALLEY OF ALCANTRA.

S CLEGG

Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 138–140.

https://doi.org/10.1680/imotp.1841.24981

Published: 01 January 1841

...S CLEGG © Thomas Telford and ICE 1841 AQUEDUCTS VALLEYS ARCHES SPANS WATER WATER SUPPLY DUCTS RESERVOIRS PIPES CONSTRUCTION VOUSSOIRS MORTAR CEMENT TRUSSES FRAMING TIMBER SCAFFOLDING CENTRES COSTS STONE LISBON ALCANTRA PORTUGAL EUROPE 138 in the courses...

View article titled, DESCRIPTION OF THE GREAT AQUEDUCT AT LISBON, OVER THE VALLEY OF ALCANTRA.

Add to Citation Manager for DESCRIPTION OF THE GREAT AQUEDUCT AT LISBON, OVER THE VALLEY OF ALCANTRA.

Journal Articles

A PRACTICAL METHOD OF FORMING THE STONES OF AN ELLIPTIC ARCH.

W BALD

Minutes of the Proceedings of the Institution of Civil Engineers (1837) 1 (1837): 45–46.

https://doi.org/10.1680/imotp.1837.24752

Published: 01 January 1837

...W BALD © Thomas Telford and ICE 1837 ARCHES STONE ELLIPTIC BRIDGES METHODS CONSTRUCTION VOUSSOIRS OWEN MOORE IRELAND 45 a room 240 F. in one hour, whilst by spontaneous ventilation he could never obtain a temperature of more than 100 F., but by pumping inthewarmairhe...

View article titled, A PRACTICAL METHOD OF FORMING THE STONES OF AN ELLIPTIC ARCH.

Add to Citation Manager for A PRACTICAL METHOD OF FORMING THE STONES OF AN ELLIPTIC ARCH.

Update search

NARROW

Format

Journal

Type

Date

Availability

STUDENTS' PAPER. ARCHED RIBS AND VOUSSOIR ARCHES. (INCLUDING APPENDIX).

STUDENTS' PAPER. THE STABILITY OF VOUSSOIR ARCHES.

DOCK GATES. (INCLUDES PLATE AND APPENDICES).

DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).

ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).

DISCUSSION. ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES.

DESCRIPTION OF THE PONT DU GARD (PART OF DISCUSSION ON THE BRIDGE-AQUEDUCT AT ROQUEFAVOUR).

ON THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION. (INCLUDES PLATE).

ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.

DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.

DESCRIPTION OF THE GREAT AQUEDUCT AT LISBON, OVER THE VALLEY OF ALCANTRA.

A PRACTICAL METHOD OF FORMING THE STONES OF AN ELLIPTIC ARCH.

Email alerts

Update search

Email alerts

Sharing Unavailable