Relevant bibliographies by topics / BS8110 / Journal articles

To see the other types of publications on this topic, follow the link: BS8110.

Journal articles on the topic 'BS8110'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 15 journal articles for your research on the topic 'BS8110.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

Olawale, S. O. A., M. A. Tijani, M. A. Kareem, A. M. Ogungbire, and O. Alabi. "Cost optimisation of the design of reinforced concrete flat slab to BS8110." IOP Conference Series: Materials Science and Engineering 640 (November 13, 2019): 012052. http://dx.doi.org/10.1088/1757-899x/640/1/012052.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Ho, Goman Wal-ming. "A Comparative Study of BS8110 and GBJ 10–89 in Flexural Strength." HKIE Transactions 5, no. 3 (January 1998): 32–38. http://dx.doi.org/10.1080/1023697x.1998.10667760.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Tukiar, Mohd Azuan, Abd Ghani Kay Dora, and Nor Hayati Hamid. "Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading." Applied Mechanics and Materials 661 (October 2014): 128–33. http://dx.doi.org/10.4028/www.scientific.net/amm.661.128.

Full text

Abstract:

A seismic performance of full-scale precast reinforced concrete beam-column corner joint with corbel was examined in the laboratory. The precast beam-column joint designed using BS8110:1:1997 was tested under lateral cyclic loading up to +1.5% drift. Displacement ductility of precast beam-column joint with corbel was determined. The visual observation showed that the damage occurred at the corbel of beam-column joint. Major cracks were also observed at the cast-in-place area above the joint area. In this paper, the damage state of the specimen is categorized in accordance to HAZUS®99 and the vulnerability of the specimen was assessed using fragility curve.

APA, Harvard, Vancouver, ISO, and other styles

Sule, T. C. Nwoforand S. "Optimization of Steel Reinforcement in a Reinforced Concrete Column using Eurocode2 and BS8110-97." International Journal of Civil Engineering 4, no. 7 (July 25, 2017): 21–28. http://dx.doi.org/10.14445/23488352/ijce-v4i7p104.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Ahmed, Sami Mustafa M. E., Noor Amila Wan Abdullah Zawawi, and Zulkipli B. Ghazali. "Impacts of Implementation of IBS Score Regulations of CIDB on the Concrete Volumes Required for Building Projects in Malaysia." Applied Mechanics and Materials 695 (November 2014): 24–27. http://dx.doi.org/10.4028/www.scientific.net/amm.695.24.

Full text

Abstract:

Improvement of construction industry will contribute to the economy of Malaysia because it is one of the five sectors used to calculate the national GDP. This fact is encouraging the Construction Industry Development Board (CIDB) of Malaysia to prepare many development plans like Roadmap 2003-2010, CIMP 2006-2015, and Roadmap 2011-2015. Adoption of the Industrialized Building System (IBS) is the step stone for all these plans. CIDB has created an indicator to assess the degree on industrialization for applied building system; IBS score. Furthermore, CIDB has specified the minimum values of this score for the building projects of government and private sector. This paper discusses the effects of adjusting these values on the structural design of an office building. The CIDB method of calculating the IBS score, the moment distribution method of structural analysis and BS8110 code of design will be used to analyze the selected case study.

APA, Harvard, Vancouver, ISO, and other styles

Anuar, Shamilah Anudai, Nor Hayati Hamid, and M. H. Hashim. "Retrofitting of Single Unit Tunnel Form Building Using Steel Plate under Out-of-Plane Lateral Cyclic Loading." Applied Mechanics and Materials 661 (October 2014): 95–99. http://dx.doi.org/10.4028/www.scientific.net/amm.661.95.

Full text

Abstract:

A one-third scale single unit of 3-storey tunnel form building with foundation beam was designed, constructed and tested under out-of-plane lateral cyclic loading. This building was designed according to BS8110 with no provision for seismic loading. Tunnel form building was initially tested at ±0.01% , ±0.1%, ±0.25%, ±0.5%, ±0.75%, ±1.00%, ±1.25% and ±1.5% drifts until the structure lost its lateral strength (strength degradation). Then, the specimen was repaired and retrofitted using steel plate and angle which was positioned at the wall-slab joints that had suffered severe damages. A similar drift of displacement before retrofitting was repeated for the specimen after being retrofitted. Visual observation of damages, hysteresis loops, stiffness, ductility and equivalent viscous damping (EVD) of the specimen were analyzed and compared before and after retrofitting. The proposed retrofitting technique has increased its lateral strength by 26%. Fewer cracks occurred after retrofitting the specimen compared to before retrofitting. It can be concluded that steel plate and angle can strengthen the wall-slab joint and this method can be used to retrofit the tunnel form building if it had been damaged caused by earthquake excitations.

APA, Harvard, Vancouver, ISO, and other styles

Al-Oraimi, S. K., A. W. Hago, H. F. Hassan, and R. Taha. "Compressive Strength and Surface Absorption of High Strength Silica Fume Concrete Under Different Curing Conditions." Journal of Engineering Research [TJER] 4, no. 1 (December 1, 2007): 17. http://dx.doi.org/10.24200/tjer.vol4iss1pp17-22.

Full text

Abstract:

The effect of curing conditions and silica fume replacement on the compressive strength and the initial surface absorption of high performance concrete is reported. The silica fume contents were 5, 10, 15 and 20%, by weight of cement. Four different curing conditions were used: air curing, control curing and two other curing conditions recommended by BS8110 and ACI308-81. The cementitious material (binder) content was constant (400 kg/m3); the water/cement (w/c) ratio was also maintained at a constant value of 0.35; while the water/binder (w/b) ratio ranged from 0.35 to 0.28. The addition of silica fume enhanced the compressive strength significantly up to 30%. The 28-day compressive strength was found to be 69.9 MPa without silica fume and it was determined to be 89.9 MPa with silica fume under the standard curing condition. The 28-day compressive strength results under the control curing condition were found to be higher than the compressive strength for specimens cured under other curing conditions. The surface absorption (ml/m2.s) was found to decrease as the percentage replacement of silica fume was increased. Control curing also decreases the surface absorption of water compared with air curing. Concrete with silica fume was less sensitive to drying than that without silica fume.

APA, Harvard, Vancouver, ISO, and other styles

Mohamad, Noridah, Wahid Omar, and Redzuan Abdullah. "Precast Lightweight Foamed Concrete Sandwich Panel (PLFP) Tested under Axial Load: Preliminary Results." Advanced Materials Research 250-253 (May 2011): 1153–62. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1153.

Full text

Abstract:

A study is carried out to develop a Precast Lightweight Foamed Concrete Sandwich Panel, PLFP, as a new and affordable building system. Experimental investigation to study the behaviour of the panel under axial load is undertaken. The panel consists of two lightweight foamed concrete wythes and a polystyrene insulation layer in between the wythes. The concrete panels are reinforced with 9mm diameter high tensile steel bars. The rebars are tied to each other through the insulation layer by shear connectors which are made of 6mm mild steel bars bent to 45º angle. Total number of four specimens was tested with one specimen; PA1 was cast without capping at both ends. It was used as a pilot test. The other three specimens are capped with normal concrete at both ends to avoid end crushing during axial loading. Axial load test was conducted and the results are presented here, which include the ultimate load capacity, crack pattern and failure mode, strain distribution and load-deflection curve of the panels. The experimental ultimate strength achieved recorded lesser percentage difference with the formulae by Pillai and Parthasarathy when compared to formulae in BS8110. It is also observed that the strength of the panels are affected by the compressive strength of the foamed concrete forming the wythes, the presence of concrete capping at panel’s ends and the slenderness ratio, H/t. Specimens with capping at both ends recorded higher ultimate loads with no premature crushing. Failure of panels with slenderness ratio, H/t < 18 were by premature buckling near the supports whereas for panels with higher H/t ratio, slight bending was observed in the middle zone. The results also indicate that a certain degree of compositeness is achieved between the wythes.

APA, Harvard, Vancouver, ISO, and other styles

Chan, T. K., and R. F. D. Porter Goff. "Welded aluminium alloy connections: test results and BS8118." Thin-Walled Structures 36, no. 4 (April 2000): 265–87. http://dx.doi.org/10.1016/s0263-8231(00)00006-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Ponanake, Pareeyawadee. "Trend of BS 8900: 2006 Guidance for Managing Sustainable Development Application in Thai Logistics Service Providers." Information Management and Business Review 6, no. 5 (October 30, 2014): 226–33. http://dx.doi.org/10.22610/imbr.v6i5.1119.

Full text

Abstract:

The research aimed to study 1) the opinions of Thai logistics provider towards BS8900:2006 Guidance for Managing Sustainable Development and 2) the trend of Thai logistics providers towards the application of BS8900:2006 Guidance for Managing Sustainable Development. Populations were Freight Forwarding service providers on the list of Thailandâ€™s logistics service providers for freight forwarding service and TIFFA including international logistics company i.e. UPS, DHL, TNT and FedEX. The sample groups were random by multi stage sampling. The size of sample group was 168 persons. The research methods were questionnaires which were analyzed by percentage, Mean, Standard Deviation, and inferential statistics perfuming by Logistic Regression. The research found that 1) the opinions of Thai logistics providers towards BS8900:2006 Guidance for Managing Sustainable Development was strongly agreement 2) The probability of application of BS8900:2006 Guidance for Managing Sustainable Development was increased 2.134 times and the accuracy of forecast was 84.5%

APA, Harvard, Vancouver, ISO, and other styles

Zou, Hua, Wei Li, Qiang Li, and Ping Wang. "Probabilistic Fatigue Property of Aluminium Alloy Welded Joint for High-Speed Train." Advanced Materials Research 118-120 (June 2010): 527–31. http://dx.doi.org/10.4028/www.scientific.net/amr.118-120.527.

Full text

Abstract:

Four kinds of aluminum alloy welded joints widely used in car-body for high-speed train were experimentally examined to clarify their probabilistic fatigue properties. Based on BS8118 and IIW standard criterions, the probabilistic fatigue limits for these four welded joints, corresponding to loading cycle of 2×106, are evaluated under two different loading modes. In terms of the extrapolation proposed by Eurocode 9 criterion, the corresponding probabilistic S-N curves in very high cycle regime are obtained, combined with grouping method and lifting and lowering method.

APA, Harvard, Vancouver, ISO, and other styles

Wang, Jung‐Der, and Chih‐Wen Chung. "Prevention of occupational and environmental diseases by implementation of ISO14000 and BS8800 for industries." Journal of Environmental Medicine 1, no. 4 (October 1999): 225–34. http://dx.doi.org/10.1002/jem.34.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Erwin, Daniel P., Issac K. Erickson, Mark E. Delwiche, Frederick S. Colwell, Janice L. Strap, and Ronald L. Crawford. "Diversity of Oxygenase Genes from Methane- and Ammonia-Oxidizing Bacteria in the Eastern Snake River Plain Aquifer." Applied and Environmental Microbiology 71, no. 4 (April 2005): 2016–25. http://dx.doi.org/10.1128/aem.71.4.2016-2025.2005.

Full text

Abstract:

ABSTRACT PCR amplification, restriction fragment length polymorphism, and phylogenetic analysis of oxygenase genes were used for the characterization of in situ methane- and ammonia-oxidizing bacteria from free-living and attached communities in the Eastern Snake River Plain aquifer. The following three methane monooxygenase (MMO) PCR primer sets were used: A189-A682, which amplifies an internal region of both the pmoA gene of the MMO particulate form and the amoA gene of ammonia monooxygenase; A189-mb661, which specifically targets the pmoA gene; and mmoXA-mmoXB, which amplifies the mmoX gene of the MMO soluble form (sMMO). Whole-genome amplification (WGA) was used to amplify metagenomic DNA from each community to assess its applicability for generating unbiased metagenomic template DNA. The majority of sequences in each archive were related to oxygenases of type II-like methanotrophs of the genus Methylocystis. A small subset of type I sequences found only in free-living communities possessed oxygenase genes that grouped nearest to Methylobacter and Methylomonas spp. Sequences similar to that of the amoA gene associated with ammonia-oxidizing bacteria (AOB) most closely matched a sequence from the uncultured bacterium BS870 but showed no substantial alignment to known cultured AOB. Based on these functional gene analyses, bacteria related to the type II methanotroph Methylocystis sp. were found to dominate both free-living and attached communities. Metagenomic DNA amplified by WGA showed characteristics similar to those of unamplified samples. Overall, numerous sMMO-like gene sequences that have been previously associated with high rates of trichloroethylene cometabolism were observed in both free-living and attached communities in this basaltic aquifer.

APA, Harvard, Vancouver, ISO, and other styles

Latham, J. P. "Assessment and specification of armourstone quality: from CIRIA/CUR (1991) to CEN (2000)." Geological Society, London, Engineering Geology Special Publications 13, no. 1 (1998): 65–85. http://dx.doi.org/10.1144/gsl.eng.1998.013.01.06.

Full text

Abstract:

AbstractAs a typical by-product to normal quarrying, armourstone has many attributes that make its objective specification and testing less straightforward than most producers would wish. Neither, it appears, has the market forces principle and tendering practices in the UK construction industry, leading to minimal forward planning of armourstone testing, helped to enhance quality control of materials. The undoubted advances heralded by the standardizing approach of the CIRIA/CUR Manual on the Use of Rock in Coastal and Shoreline Engineering and its model specification have done much to rationalize a previously over-simplistic view of armourstone specification. However, recent practical experience with many coastal contracts which have adopted the CIRIA/CUR specification has exposed a number of problems with the detailed implementation of the rock quality testing part of the model specification. In particular, this experience draws attention to a lack of published correlation studies between the various abrasion tests and between strength tests. Rock suppliers are reporting that designers are continuing to specify using the BS812 suite of aggregate tests. The potential for bias in the taking and preparation of representative test portions has also remained a problem.The manual specification's rationale, its strengths and weaknesses, are outlined. Correlation analysis of new research data from a suite of rocks is presented. A re-examination of the manual specification's acceptance criteria for resistance to wear and to breakage is presented. A way forward is offered for the continued use of the manual specification until its supersedence by the European CEN specification for armourstone. Improvements in the 16th draft of the CEN standard are briefly discussed, and it is found that certain problems that the manual began to address remain unsolved.

APA, Harvard, Vancouver, ISO, and other styles

Abd Rahim, Jamilah, Siti Hawa Hamzah, and Hamidah Mohd Saman. "EXPANDED POLYSTYRENE FIBRED LIGHTWEIGHT CONCRETE (EPSF-LWC) AS A LOAD BEARING WALL PANEL." Jurnal Teknologi 76, no. 9 (September 28, 2015). http://dx.doi.org/10.11113/jt.v76.5656.

Full text

Abstract:

This study was conducted to determine the optimum mix proportion of lightweight concrete (LWC) containing expanded polystyrene (EPS) and steel fiber which is designated as Expanded Polystyrene Fibred Lightweight Concrete (EPSF-LWC) for load bearing wall application. In order to produce LWC, EPS beads were chosen as lightweight aggregate because it gives advantages in term of energy absorbing capacity which suitable for structure that would be exposed to impact like shear wall. However, EPS beads possess zero strength. Therefore, steel fibre was added to improve LWC strength and also to reduce occurrence of micro and macro crack. In the mix design method, the percentage of EPS beads adding to the mix are differ while the percentage of steel fibre is same. The result showed optimum mix design was the one that contained 30% of EPS and 0.5 % of steel fibre and is designated as M8. The compressive strength EPSF-LWC of mix proportion designated as M8 is 19.51 MPa with density 1939 kg/m3. It is greater than 17 MPa as the requirement for structure component application that stated in the BS8110. Hence, reinforced and unreinforced EPS-LWC wall panels were constructed to determine the maximum loading that wall can sustain and deflection profile EPSF-LWC wall panel for the loaded to failure. The wall was set up under pinned-fixed end support condition. The sample was modelled using finite element analysis (FEA) for validation with experimental programme. The maximum loading capacity was found to be 908.20 kN and 853.40 kN for each reinforced (WR5) and unreinforced (WUR5) of EPSF-LWC wall panel. These loading were 31% to 35% less than finite element analysis. However, WR5 and WUR5 EPSF-LWC wall panel was deformed in single curvature profile for both experimental and FEA. Maximum deflection for WR5and WUR5 of EPSF-LWC recorded is 10.27 mm and 12.95 mm occurred at 0.7 heights (H) of wall panel. According to Euler buckling load theory, the location of maximum lateral displacement of wall panel sample is influenced by the type of fixity at end support of the sample.

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!