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Relevant bibliographies by topics / BS8110

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Academic literature on the topic 'BS8110'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "BS8110"

1

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.

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

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3

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.

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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 v

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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 (2017): 21–28. http://dx.doi.org/10.14445/23488352/ijce-v4i7p104.

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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.

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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 thi

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6

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.

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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

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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 (2007): 17. http://dx.doi.org/10.24200/tjer.vol4iss1pp17-22.

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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 s

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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.

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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 wa

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9

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

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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 (2014): 226–33. http://dx.doi.org/10.22610/imbr.v6i5.1119.

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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

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Dissertations / Theses on the topic "BS8110"

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Nyberg, Sebastian. "Beräkning av skjuvbrott i pelarunderstödda plattor : En studie av kontrollen utanför påverkade zonen vid beräkning av genomstansning." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-35962.

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The calculation process in Eurocode 2 that is showing how calculation of punching is to be done is long and some parts are not well explained. At the end of the calculation of punching, it is said that a check of the shear capacity without any reinforcement should be done outside the affected zone but the intent of the check is not justified. The purpose of the study was to find out why the check must be done and then examine whether it is possible to limit the use of the control. The results have been produced by doing literature studies on the field and calculations to understand how the con

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Chen, George, та 陳國堂. "BS8800、ISA2000、SCC&ISRS安全衛生管理與評鑑制度之研究". Thesis, 1999. http://ndltd.ncl.edu.tw/handle/95512240959902190251.

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Books on the topic "BS8110"

1

Martin, L. H. Structural design in concrete to BS8110. Edward Arnold, 1989.

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2

Allen, A. H. Reinforced concrete design to BS8110: Simply explained. E. & F.N. Spon, 1988.

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3

Hulse, Ray. An introduction to EC2 and comparison with BS8110. School of The Built Environment, Coventry University, 1993.

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4

C, Steedman James, ed. Examples of the design of reinforced concrete buildings to BS8110. 4th ed. E. & F.N. Spon, 1992.

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5

Brohn, David. Computer-based training in reinforced concrete design to BS8110: Workbook. [s.n.], 1991.

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6

Reynolds, Charles E. Examples of the design of reinforced concrete buildings to BS8110 ; and, Reinforced concrete designer's handbook. Spon, 1992.

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7

Concrete Design to Bs8110. Edward Arnold, 1989.

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8

The Structural Use of Concrete Bs8110. BSI Standards, 1999.

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9

Reynolds, Charles E. Examples of the Design of Reinforced Concrete Buildings to Bs8110. 4th ed. Routledge, 1991.

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10

Reynolds, Charles E., and James C. Steedman. Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440.

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Book chapters on the topic "BS8110"

1

Hadi, N. D., A. G. Kay Dora, and N. H. Hamid. "Comparison of Seismic Performance Between Interior Beam-Column Joint Designed Using BS8110 and Eurocode 8." In InCIEC 2015. Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0155-0_20.

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2

Reynolds, Charles E., and James C. Steedman. "Beam-and-slab construction: one-way slabs." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-10.

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Reynolds, Charles E., and James C. Steedman. "Beam-and-slab construction: two-way slabs." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-11.

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Reynolds, Charles E., and James C. Steedman. "Flat slabs." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-12.

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Reynolds, Charles E., and James C. Steedman. "Other designs of floor." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-13.

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Reynolds, Charles E., and James C. Steedman. "Columns subjected to axial loads only." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-14.

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Reynolds, Charles E., and James C. Steedman. "Columns subjected to bending." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-15.

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Reynolds, Charles E., and James C. Steedman. "Walls." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-16.

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Reynolds, Charles E., and James C. Steedman. "Stairs." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-17.

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10

Reynolds, Charles E., and James C. Steedman. "Foundations." In Examples of the Design of Reinforced Concrete Buildings to BS8110. CRC Press, 2017. http://dx.doi.org/10.1201/9781315273440-18.

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Conference papers on the topic "BS8110"

1

De’nan, Fatimah, Md Azlin Md Said, Chong Hong Rui, and Izwan Johari. "Comparative study of Bs8110 and Eurocode 2 standards for design of a factory reinforced concrete flat slab." In 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000079.

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2

Collberg, Leif, Kristoffer Aronsen, Andrew Palmer, and Guillermo Hahn. "Benefit of Partly Displacement Controlled Condition in Sagbend." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37376.

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Some codes like BS8010 and DNV-OS-F101 distinguish between load controlled condition or displacement controlled (or strain based) condition. Even though the principles are clear, it is often hard to determine the difference in practice. A displacement controlled condition allows a higher utilization and is therefore beneficial, and can be applied provided that the condition can be classified as a displacement controlled condition. Many projects have had intense discussions on this matter during the last 15 years, however, without much progress. The objective of this paper is two-fold. First it

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