Search
Search Funnelback University
- Refined by:
- Date: 2007
1 -
10 of
10
search results for Economics middle test |u:www-civ.eng.cam.ac.uk
where 1
match all words and 9
match some words.
Fully-matching results
-
Loss estimation for reinforced concrete buildings: some problems
www-civ.eng.cam.ac.uk/cjb/concplas/18spence.pdf11 Jul 2007: 1 INTRODUCTION Experimental studies with reinforced concrete structures demonstrate that to achieve the ductility that you plan to study, the experimental test pieces have to be designed very carefully [1]. ... Compilation of the GSHAP regional seismic Results that match 2 of 3 words
-
In situ densification as a liquefaction resistance measure for bridge …
www-civ.eng.cam.ac.uk/geotech_new/publications/abstracts/abst-coelho.html11 Jul 2007: Failure of these structures causes great economic losses, serious impediment to post-earthquake emergency operations and long-lasting disruption of social and economic life. ... Element tests were carried out to evaluate the performance of sand under -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf11 Jul 2007: Zero shear lines. Strong bands. Middle strip. Column Strip. 2 Consider a simply supported squar2a. ... and Kiat, C. H., “Test of a 14-column irregular flat-plate floor”, Research. -
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: These relations can be found in and have been verified using published test data in [8]. ... Again, the structure but not the loading is symmetric about the middle support. -
Summary
www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf11 Jul 2007: The test program was designed to examine the effectiveness of spirals as lateral reinforcement. ... Fig. 9 shows the shear load test comparison for the cycled and the reference beams. -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/16middleton.pdf11 Jul 2007: Thirdly, the program was used to predict the failure mode anderimental tests on concrete slabs. ... Values ranged from 0.87 in test A2 to 1.33 in test C2, with the range being between 1.04 and 1.33 for the first 11 tests. -
Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf30 Jul 2007: After each test, photographs were taken of everyfracture surface. The fracture plane was seen to intersect oneor more tensiometers in 7 out of 17 tests. ... This. Table 2. Test programme. Type of four-pointbending test. Test Initial suctionmeasured, s9i: -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/09eyre.pdf11 Jul 2007: Two different yield criteria were considered in Ref [16] both of which approximate observed results from tests on standard monolithic specimens. ... section. Using fc in lieu of Neilsen’s use of the compressive test strength (fcu ) the reinforcement -
FRPRCS-8 Full Paper Format
www-civ.eng.cam.ac.uk/cjb/concplas/05burgoyne.pdf11 Jul 2007: He has conducted many tests to show that, despite being an Upper Bound, his predictions are sufficiently close to the true collapse load that they can be used as the basis ... The values of the moment capacity determined by Collins from material tests -
S2 : Stadium Rood Design - Emirates Structural Analysis
www-civ.eng.cam.ac.uk/cjb/schools/stadium/silcock_files/S2%20Emirates%20structural%20analysis%20Teachers%20Notes.doc2 Jul 2007: The test shows that the stronger the material was the more tensile force we could apply. => ... The middle is an obvious choice as it is furthest away from the supports.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.