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scale and model direct shear tests indicate a local bearing
scale and model direct shear tests indicate a local bearing
Copyright
scale and model direct shear tests indicate a local bearing
scale and model direct shear tests indicate a local bearing
International Journal of Earth Sciences and Engineering
International Journal of Earth Sciences and Engineering
International Journal of Earth Sciences and Engineering
ComputersandMathematicswithApplications55(2008)208–217
Pilot setup The pilot plant was set up in the
Mathematical Programming Formulations 59
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
International Conference on Civil Engineering
International Journal of Solids and Structures 39 (2002) 5865–5876
526 Reinforced Concrete Design of Tall Buildings
Black, J. A. et al. (2011). Ge ´otechnique 61, No. 11, 909–922 [http://dx.doi.org/10.1680/geot.9.P.014]
Computers and Geotechnics 60 (2014) 77–87
Geotech Geol Eng
Proceedings of the Institution of
Black, J. A. et al. (2011). Ge ´otechnique 61, No. 11, 909–922 [http://dx.doi.org/10.1680/geot.9.P.014]
Proceedings of the Institution of
Computers and Geotechnics 60 (2014) 77–87
Geotech Geol Eng
Black, J. A. et al. (2011). Ge ´otechnique 61, No. 11, 909–922 [http://dx.doi.org/10.1680/geot.9.P.014]
Proceedings of the Institution of
Computers and Geotechnics 60 (2014) 77–87
Geotech Geol Eng
International Journal of Non-Linear Mechanics 40 (2005) 445 – 463
International Journal of Non-Linear Mechanics 40 (2005) 445 – 463
International Journal of Non-Linear Mechanics 40 (2005) 445 – 463
International Journal of Non-Linear Mechanics 40 (2005) 445 – 463
J. Mech. Phys. Solids, Vol. 46, No. pp. 1155 1181,
Post-Buckling Analysis of a Uniform Cantilever Column subjected to a Tip Concentrated Subtangential Follower Force
ZAMM · Z.Angew. Math. Mech. 87, No. 7, 518–527 (2007) / DOI 10.1002/zamm.200710333
International Journal of Non-Linear Mechanics 40 (2005) 445 – 463
ZAMM · Z.Angew. Math. Mech. 87, No. 7, 518–527 (2007) / DOI 10.1002/zamm.200710333
Recent Developments in Seismic Strengthening of RC
Technical Guide
An Advanced NoP Selection Strategy for Odd-Even
Engineering Structures 56 (2013) 1718–1727
Food
کچاپ
Composites Science and Technology 61 (2001) 1881–1887
14. Composite Steel Concrete Structures.
14. Composite Steel Concrete Structures.
Separation and Purification Technology 135 (2014) 117–126
a b s t r a c t The paper
Evaluation of full-scale carbon dioxide stripping columns in a coldwater ... http://www.sciencedirect.com/science/article/pii/S0144860903000268
Jotm~.~ or AND BIOENGINEERING
Engineering Structures 70 (2014) 94–105
Engineering Structures 70 (2014) 94–105
forces applied to the structure, the equation can now be solved using the state space method.
ISSN: 2277-3754
Chapter 3
82 CHAPTER 3. FINDING SIMILAR ITEMS
82 CHAPTER 3. FINDING SIMILAR ITEMS
3.3. SIMILARITY-PRESERVING SUMMARIES OF SETS 83
International Journal of Steel Structures
324 Chromatographic Technique: Gas Chromatography (GC)
International Journal of Impact Engineering 68 (2014) 41e55
Residue Number Systems 1
2041 IEEE 2 8-th Convention of Electrical and Electronics Engineers in Israel
HIERARCHICAL TEMPORAL MEMORY
4 it was noted that the elastic stiffness of reinforced
Bulletin 1724E-300
REMOVAL OF IRON BY ION EXCHANGE
Soil Improvement Through Vibro-compaction and Vibro-replacement
Chemical Engineering Science 66 (2011) 3358–3368
Bulletin 1724E-300
This article appeared in a journal published by Elsevier. The attached
S e e d i s c u s s i o n s , s t a t s , a n d a u t h o r p r o f i l e s f o r t h i s p u b l i c a t i o n a t : h t t p : / / w w w . r e s e a r c h g a t e . n e t / p u b l i c a t i o n / 2 6 3 9 6 7 4 8 3
Discovery ANALYSIS
The existence of intermediates has been shown from kinetic studies
Composites: Part B 72 (2015) 183–198
Composite Structures 88 (2009) 367–379
Engineering Structures 99 (2015) 413–422
Composite Structures 88 (2009) 367–379
Composite Structures 88 (2009) 367–379
It was thawed and then precipitated by centrifugation at 3000
Case Studies in Structural Engineering 3 (2015) 11–18
Case Studies in Structural Engineering 3 (2015) 11–18
ISTRUC-00025;NoofPages9
The goal of the project is to demonstrate lane following
Guidelines for the Nonprescription
Experimental Section General Experimental Methods Melting points were measured using
Experimental Section General Experimental Methods Melting points were measured using
DISCLAIMER
DISCLAIMER
Structures Congress 2014 © ASCE 2014 453
Structures Congress 2014 © ASCE 2014 453
DISCLAIMER
تخصصی عمران
Engineering Structures 24 (2002) 1397–1407
Ain Shams Engineering Journal (2015) xxx, xxx–xxx
Downloaded from Iran library: (www.libdl.ir) | Sponsored by Tehran Business School (www.tbs.ir)
Downloaded from Iran library: (www.libdl.ir) | Sponsored by Tehran Business School (www.tbs.ir)