Search
Search Funnelback University
- Refined by:
- Date: 2010
1 -
4 of
4
search results for b&b |u:www-civ.eng.cam.ac.uk
Fully-matching results
-
Direct tension test to simulate bond behaviour between FRP plate and…
www-civ.eng.cam.ac.uk/cjb/papers/cp87.pdf27 Mar 2010: b b b b. tg=5. hg=14hf=12. tf=1. 2. tg=5. hg=14hf=12. tf=1. ... 2. Bond 1-Section A-A Bond 2&4-Section A-A Bond 3-Section A-A Bond 5-Section A-A All specimens-Section B-B. -
Bolton_DFI_2010_keynote_lecture_preprint
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/200.pdf3 May 2010: b) Work done per unit length of wall Figure 5 Unit work calculations. ... L=20, 25, 30, 35 and 40m. B/2=15, 20, 25 & 30m. -
10853_2008_2676_43_14-web 4789..4800
www-civ.eng.cam.ac.uk/cjb/papers/p60.pdf22 Mar 2010: perature step ðBÞ can be found by two methods:. (a) by adding the thermal contraction, so B B þ B0B00,or. ... adjusted value, B:. Based on these results it was decided to have a minimum. -
700005 1..14
www-civ.eng.cam.ac.uk/cjb/papers/p61.pdf22 Mar 2010: 19. Strips a–a and b–b are parallel to. the x- and y-axes respectively, while u–u and v–v areat 458. ... To these must be added. the moments from a–a and b–b to give the total.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.