| ชื่อเรื่อง | : | An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement |
| นักวิจัย | : | Wong, Koon. , Dhanasekar, Manicka. |
| คำค้น | : | 290801 Structural Engineering , Reinforced masonry. , Structural engineering. , Concrete. , 090506 Structural Engineering. , 0905 Civil Engineering. , 09 Engineering. |
| หน่วยงาน | : | Central Queensland University, Australia |
| ผู้ร่วมงาน | : | - |
| ปีพิมพ์ | : | 2547 |
| อ้างอิง | : | http://hdl.cqu.edu.au/10018/5129 |
| ที่มา | : | Wong, K W & Dhanasekar, M 2004, 'An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement', in M Masia (ed), Proceedings of the 7th Australasian Masonry Conference, Newcastle, New South Wales, Australia, 13-16 July 2004, pp. 246-254. |
| ความเชี่ยวชาญ | : | - |
| ความสัมพันธ์ | : | Proceedings of the 7th Australasian Masonry Conference. Callaghan, NSW. Australia : University of Newcastle, 2004. p. 246-254 9 pages Refereed 1920701419 , ACQUIRE [electronic resource] : Central Queensland University Institutional Repository. |
| ขอบเขตของเนื้อหา | : | - |
| บทคัดย่อ/คำอธิบาย | : | A more efficient formula for the out-of-plane shear design of reinforced masony (RM) beams is presented in this paper. The present formula in AS 3700 is generally not appropriate, as it neither accounts for the beneficial effect of the shear span to effective depth (a/d) ratio where concentrated loads are close to supports nor the detrimental effect of the depth of the beam. Results from one hundred and ninety-eight reinforced masonry beam tests carried out by several investigators in various countries have been considered for the improvement of the AS 3700 formula. The formula presented in this paper accounts for the depth and the a/d ratio and the paper describes its appropriateness for the evaluation of the out-of-plan shear of RM beams. |
| บรรณานุกรม | : |
Wong, Koon. , Dhanasekar, Manicka. . (2547). An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement.
กรุงเทพมหานคร : Central Queensland University, Australia. Wong, Koon. , Dhanasekar, Manicka. . 2547. "An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement".
กรุงเทพมหานคร : Central Queensland University, Australia. Wong, Koon. , Dhanasekar, Manicka. . "An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement."
กรุงเทพมหานคร : Central Queensland University, Australia, 2547. Print. Wong, Koon. , Dhanasekar, Manicka. . An improved AS3700 shear capacity formula for reinforced masonry beams without web reinforcement. กรุงเทพมหานคร : Central Queensland University, Australia; 2547.
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