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BRE BR360 - DURABILITY OF REINFORCED CONCRETE; EFFECTS OF CONCRETE COMPOSITION AND CURING ON CARBONATION UNDER DIFFERENT EXPOSURE CONDITIONS - A ALI AND A DUNSTER Organization: BRE
Date: 1998-01-01
Description: This report describes the results of two projects undertaken to study the long-term carbonation of reinforced concrete. The first was a joint project between the British Cement Association (BCA) and the Building Research Establishment (BRE) to examine the influence of materials and workmanship factors and types of elements on the rates of carbonation under site exposure conditions.
NR/SP/ELP/27202 ISSUE 2 - CONCRETE FOR OVERHEAD LINE EQUIPMENT STRUCTURES Organization: NR
Date: 2006-02-01
Description: This Specification applies to concrete for foundations, reinforced or otherwise, for railway electrification purposes only Except as modified herein, the materials for concrete generally, their measurement, mixing, transport, delivery at the point of use, inspection, sampling, testing and tolerances shall comply with BS 5328 Parts 1 - 4 and BS 8110 Part 1, where applicable.
ACI SP-232 - PUNCHING SHEAR IN REINFORCED CONCRETE SLABS - OUT OF PRINT Organization: ACI
Date: 2005-10-01
Description: The punching shear provisions of AC1 3 18-05, first adopted in AC1 3 18-63, are unusual in that there is no consideration of the effect of flexural steel or size effect. The British Code BS 81 10-97, the CEB-FIP 1990 Model Code, DIN 1045-1 and EuroCode 2 (2003) have reinforcement ratio and size effect terms in their punching shear equations.
ACI SP-211 - LARGE-SCALE STRUCTURAL TESTING - OUT OF PRINT Organization: ACI
Date: 2003-01-01
Description: The topics included the following füll-scale tests: fatigue testing of two pre-cracked AASHTO bridge girders, pseudo-dynamic and forced vibration tests of a two-story reinforced high-performance concrete building, lateral load tests of unbonded post-tensioned precast concrete walls, testing of Wacker drive viaduct, seismic jacketing of RC columns for enhanced axial load carrying performance, load tests of Canada Place pier, seismic performance of outrigger beam-wall connections, testing continuous reinforced concrete flat slabs, testing of seal slabípile interface bond, experimental and analytical studies of RC framed shear walls, shear tests on beams cut from ASR affected bridge decks, flexural and shear strengthening of RC beams using carbon fiber-reinforced polymer laminates, and masonry infíll structures.

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