Search
Search Funnelback University
21 -
30 of
333
search results for TALK:PC53 20 |u:www-civ.eng.cam.ac.uk
where 0
match all words and 333
match some words.
Results that match 1 of 2 words
-
The lower bound theorem of plasticity cannot be used as a basis for…
www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf11 Jul 2007: 0. 100. 200. 300. 400. 500. 0 10 20 30 40 50 60 70 80 9. ... 0. 100. 200. 300. 400. 500. 600. 700. 800. 0 10 20 30 40 50 60. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: 20. 40. 60. 80. 100. 120. 140. 160. 180. Mid-span Deflection (mm). ... 20. 30. 40. 50. 60. 70. Mid-span Displacement (mm). Cyc. lic L. -
Concrete Bridge Assessment Using Plastic Collapse Analysis…
www-civ.eng.cam.ac.uk/brg/papers/brgsrv98/plaintbl.html12 Aug 1998: 7 PCOBRAS (kN) 24.5 25.3 23.0 17.2 22.5 22.3 20.5 17.7 Ptest/PCOBRAS 1.19 1.12 1.21 1.10 1.04 ... 15 6.10 7.5 40 16 5.40 7.5 40 17 2.48 17 40 18 3.29 17 40 19 7.62 38 40 20 3.00 -
Observation of flexural cracks in loaded concrete beams using ...
www-civ.eng.cam.ac.uk/cjb/papers/p52.pdf24 May 2005: The shear link spacing was 20 mm. throughout, with inclined stirrups over the loading re-. ... a 20 mm overlap. The concrete in the beam was cured under water for. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf12 Jul 2007: The structure is designed to take a live load of 15 to 20 kN/m2. ... 77, No. 9, May 1999, pp 20-26. 2.1 History. 2.2 Approach Adopted in Current Study. -
Paper Format Guidelines
www-civ.eng.cam.ac.uk/cjb/papers/cp86.pdf30 Mar 2010: 2 0 20. 20. 40. Residuals (decades ). Freq. uenc. y. ... Histogram. -2 0 20. 0.5. 1. Res iduals (decades)Pro. babi. lity. -
mc510401 229..239
www-civ.eng.cam.ac.uk/cjb/papers/p37.pdf9 Nov 2001: be N 0:8, b3 20 and N ÿ0:35, b3 10, respec-tively. ... equations based on the longitudinal equilibrium. FiBRA, N 5 0.8, b3 5 20. -
A fracture-mechanics model for debonding of external fibre reinforced …
www-civ.eng.cam.ac.uk/cjb/papers/cp72.pdf25 Aug 2006: 20. 30. 40. 50. 60. 70. Curvature. App. lied. mom. ent (. kNm. ). Proposed modelExperimental (Beam A3.1 Reference [7]). Figure 3. Energy in flexure Figure 4. -
Qing XuCapita Symonds,East Grinstead, UK Chris BurgoyneDepartment of…
www-civ.eng.cam.ac.uk/cjb/papers/p54.pdf20 Dec 2005: The monolithic (20-day). value (point A in Fig. 8) alters immediately to B when the. ... 6. The first stage,. which becomes self-supporting at 20 days, is statically. -
Burgoynefinal2
www-civ.eng.cam.ac.uk/cjb/papers/cp91.pdf8 Apr 2011: The breaking load of Kevlar 49 and Technora was determined from 20 short term tensile tests and were 444.6 N for Kevlar 49 and 349.0 for Technora.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.