Search
Search Funnelback University
Did you mean apc53 |u:www-civ.eng.cam.ac.uk?
1 -
10 of
14
search results for KA :PC53 |u:www-civ.eng.cam.ac.uk
where 0
match all words and 14
match some words.
Results that match 1 of 2 words
-
D:CURRENT_WORKMEMBRANE VIBRATION IN AIRSDM PAPERSDM_PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1368.pdf18 Feb 2002: vertically, away from the membrane.From Equations (9) and (12), for ks > ka p has theexpression. ... For ks > ka Equations (9) and (11) give. p(ξ, t) = p̃eiωteiksξ (29). -
Title: "Press-in Piling: The installation of instrumented steel…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/104_DFP_2001_199_208.pdf6 Oct 2001: Since Ka is typically 0.25-0.3, a driving shoe might be expected to reduce internal shaft friction by a factor of 2-4. ... σ'. τ'. σ’hC = Ka σ’vCKa = (1- sin φ) / (1 sin φ). -
The Structural Engineer Journal
www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf6 Jun 2006: ÖúÉE/À?Üaƒ_ endstream endobj 110 0 obj>stream H‰tVKŽë6hî“jJ{æ‡YØ0Èêîªêâ;|O“èèп¥IV4noD'XºãIšhï‹¢KŠHèLß/ÖÊ=HKWeý"éNÚâtR=MF4,Vésüç!Bò”Z5ݤð# z£å•Ñ.ÎK”Kâ}rߥª: ... ý›ìË -
D:\Papers\Folding of composites\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Folding_of_composites_Paper.pdf6 May 2004: 5] Seffen KA, Pellegrino S. “Deployment dynamics of tape springs”. Proceedings of the RoyalSociety of London, Part A, 1999;455:1003-1048. -
2009-TPC-615 Matthew Kuo
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/193.pdf3 Aug 2011: plakton (NP), foraminifera (F); and smectite (Sm) and kaolin (Ka). These images show that the location ‘B’ sample contains a significant. -
jbmr0811763 1808..1818
www-civ.eng.cam.ac.uk/cjb/papers/p66.pdf19 Mar 2010: Bone 14(Suppl 1):s51–s56. 53. Dretakis EK, Steriopoulos KA, Kontakis GM, Giaourakis G,Economakis G, Dretakis KE 1998 Cervical hip fractures donot occur in arthrotic joints. -
Design & Manufacture of Stiffened Spring-Back Reflector…
www-civ.eng.cam.ac.uk/dsl/publications/AIAA-2005-2048.pdf17 May 2005: Mat-sumoto7 has also shown that triaxially woven CFRPcomposites have on the whole, good RF characteristicsfor reflectors operating up to Ka-band (30 GHz), withnear zero CTE. -
A new apparatus for modellingexcavations Sze Yue LamResearch…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/215.pdf28 Nov 2013: Ka coefficient of earth pressure at active failure. state. Ko coefficient of earth pressure at rest. -
1 1PhD student, Cambridge University, Cambridge, UK2MEng student,…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/95_DFI_2000_299_310.pdf6 Oct 2001: σ' hC = Ka σ' vCKa = (1- sin φ) / (1- sin φ). -
A new design method for retaining walls in clay ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/145_CanGeoJournal_2004_Vol41_No3_451_466.pdf18 Jan 2006: 1981), the net passive pressure under the excava-tion level is calculated from the net pressure coefficient(Kp – Ka) divided by a factor Fr (Ka and Kp are Rankineactive and passive
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.