تگ shear

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shear
flange
webs
buckling
Fig
damage
Figure
Figure
microbubbles
infill
scale and model direct shear tests indicate a local bearing
scale and model direct shear tests indicate a local bearing
scale and model direct shear tests indicate a local bearing
scale and model direct shear tests indicate a local bearing
Vol.12, No.3 EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION September, 2013
8.11 Example Problems 869
the minimum area oftransverse shear reinforcement per web shall not
International Conference on Civil Engineering
JournalofConstructionalSteelResearch65(2009)21292139
University of Warwick institutional repository: http://go.warwick.ac.uk/wrap
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Seismic Design 451
526 Reinforced Concrete Design of Tall Buildings
M. Vable 3 134
Applied Strength of Materials for
JournalofConstructionalSteelResearch90(2013)85–97
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Engineering Geology 163 (2013) 122–131
Polymer 45 (2004) 8031–8040
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Fluvial Geomorphic Guidelines
JournalofConstructionalSteelResearch94(2014)150–162
Engineering Structures 77 (2014) 65–83
1
EFFECT OF FIBER VOLUME FRACTION ON FRACTURE MECHANICS IN CONTINUOUSLY
Science of Colloidal Processing 211
Science of Colloidal Processing 211
Science of Colloidal Processing 211
210 Chapter 4
Soil Dynamics and Earthquake Engineering 66 (2014) 339–351
World Academy of Science, Engineering and Technology
Finite Elements in Analysis and Design 82 (2014) 62–71
Finite Elements in Analysis and Design 84 (2014) 44–53
Finite Elements in Analysis and Design 84 (2014) 44–53
An experimental study on the failure modes of high strength
A void in the adhesive layer separated the layer to
Base isolation systems
Materials and Structures
Journal of Constructional Steel Research 70 (2012) 86–92
JournalofConstructionalSteelResearch64(2008)947–961
EngineeringStructures33(2011)981–992
Composite Structures 94 (2012) 3500–3509
Materials and Structures (2014) 47:1693–1714
سازه های تیر مرکب ساندویچ فولاد-بتن-فولاد
Interface shear stress parameter evaluation for landfill liner using
1 Lateral Load Resisting
Composites
Shear tests of reinforced concrete beams with continuous rectangular
Shear tests of reinforced concrete beams with continuous rectangular
ARTICLE IN PRESS
JournalofConstructionalSteelResearch65(2009)1431�1437
14. Composite Steel Concrete Structures.
Procedia Food Science 1 (2011) 576 – 582
chemical and rheological changes of fruit purees during storage Abstract
Procedia Food Science 1 (2011) 576 – 582
14. Composite Steel Concrete Structures.
JournalofConstructionalSteelResearch94(2014)103–113
JournalofConstructionalSteelResearch94(2014)103–113
Piles to resist uplift and lateral loading 309 resistance of
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
JournalofConstructionalSteelResearch104(2015)167–176
Tribology International 80 (2014) 147–155
Enhancement of shear strength and ductility for
Piles to resist uplift and lateral loading 309 resistance of
w T
Column1through14
w T
00
Table 6.3 Numerical results of the shear wall subjected to cyclic loadings.
2 Molecular dynamics simulation model
2 Molecular dynamics simulation model
Composite Structures 111 (2014) 138–146
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
BASIC CONCEPTS
CONNECTIONS FOR PRESTRESSED
CONNECTIONS FOR PRESTRESSED
UKS UKS
رئولوژی
Table 6.3 Numerical results of the shear wall subjected to cyclic loadings.
Figure 6.7 The numerical model of RC shear wall.
ریولوژی
Engineering Structures 52 (2013) 69–87
journal homepage: www.elsevier.com/locate/engstruct
PEER/ATC 72-1
Engineering and Design 259 (2013) 14– 28
Nuclear Engineering and Design 259 (2013) 14– 28
Chapter 1
International Journal of Thermal Sciences 48 (2009) 391–400
JournalofConstructionalSteelResearch110(2015)76–89
Engineering Structures 56 (2013) 1362–1371
Macromolecules 2003, 36, 4443-4451 4443
4
4
4
4
Composite Structures 94 (2012) 2513–2522
86 Displacements and global deformations
Ocean Systems Engineering, Vol. 1, No. 1 (2011) 73-93 73
8
Home Search Collections Journals About Contact us My IOPscience
Home Search Collections Journals About Contact us My IOPscience
Compufers & Smucrures 60. pp. 12~-130. 1996
Compufers & Smucrures 60. pp. 12~-130. 1996
Bio-Medical Materials and Engineering 24 (2014) 1575–1588 1575
Bio-Medical Materials and Engineering 24 (2014) 1575–1588 1575
Bio-Medical Materials and Engineering 24 (2014) 1575–1588 1575
CHAPTER 2
Three interval thixotropy test (3ITT) in food applications: A novel technique
Geotechnical and Geological Engineering 22: 401–416, 2004.
Geotextiles and Geomembranes 21 (2003) 103–110
Soil Dynamics and Earthquake Engineering 78 (2015) 142–153
Composites: Part B 56 (2014) 117–125
Materials and Design 42 (2012) 378–387
Geotextiles and Geomembranes 17 (1999) 157—170
Geotextiles and Geomembranes 17 (1999) 157—170
Materials Transactions, Vol. 55, No. 1 (2014) pp. 58 to 63
Design of concrete structures
EngineeringStructures32(2010)944�963
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مفصل برشی
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 8 0 2 3 3 2 1 4
Engineering Structures 24 (2002) 1397–1407
Engineering Structures 52 (2013) 192–206
The new provisions allow two options: (1) detailing similar to prior editions
STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER
STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER
Available online at www.sciencedirect.com
Soil Dynamics and Earthquake Engineering 80 (2016) 149–162
Stiffness and Hysteretic Energy Loss of a
Engineering Structures 84 (2015) 406–418
JournalofConstructionalSteelResearch107(2015)194–210
Seismic behaviors of steel plate shear wall structures with construction
Seismic behaviors of steel plate shear wall structures with construction
it is observed that the construction of long and big
JournalofConstructionalSteelResearch110(2015)137–148
Engineering Structures 86 (2015) 146–156
Engineering Structures 89 (2015) 79–92
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16
Composite Structures 89 (2009) 60–69
International Journal of Rock Mechanics & Mining Sciences 83 (2016) 174–181
Materials Science & Engineering A 620 (2015) 333–351
Soil Dynamics and Earthquake Engineering 83 (2016) 124–134
ARTICLE IN PRESS
Ocean Engineering 96 (2015) 139–148
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EngineeringStructures32(2010)15221529
Computers and Geotechnics 75 (2016) 145–158
Soil Dynamics and Earthquake Engineering 58 (2014) 21–36
42 2 GEOTECHNICAL MATERIALS, TESTING, AND DESIGN
ARTICLE IN PRESS
Engineering Structures 93 (2015) 61–69
Advanced Topics 195
Montoya, B. M. et al. (2013). Ge ´otechnique 63, No. 4, 302–312 [http://dx.doi.org/10.1680/geot.SIP13.P.019]
7 The Effect of Microbially Induced Calcite
NLFEA results and STM calculations are yielding the accurate prediction
Construction and Building Materials 102 (2016) 574–591
Experimental and analytical shear evaluation of concrete beams reinforced with
عمران:Experimental and analytical shear evaluation of concrete beams reinforced with glass fiber reinforced polymers bars
ACI STRUCTURAL JOURNAL TECHNICAL PAPER
p y p
The bearing capacity behavior of strip footing located above a
JournalofConstructionalSteelResearch122(2016)178–189
CHAPTER 2
Geotextiles and Geomembranes 29 (2010) 116e129
2
2
| DOI: 10.3933/APPLRHEOL-26-15659 | WWW.APPLIEDRHEOLOGY.ORG
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 7, NO. 1 (2006)
Advances in Engineering Software 88 (2015) 63–72
5.2.5 Fundamental Period, T
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 s : / / 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 4 5 0 7 7 5 4 1
Soil Dynamics and Earthquake Engineering 90 (2016) 227–239
Soil Dynamics and Earthquake Engineering 31 (2011) 391–400
Nuclear Engineering and Design 259 (2013) 14– 28
Journal of Constructional Steel Research 65 (2009) 542–551
Journal of Constructional Steel Research 65 (2009) 542–551
BLOCK SHEAR FAILURES OF BOLTED CONNECTIONS
Journal of Constructional Steel Research 62 (2006) 730–738
Journal of Constructional Steel Research 62 (2006) 730–738
http://dx.doi.org/10.5516/NET.09.2011.055
http://dx.doi.org/10.5516/NET.09.2011.055
Journal of Constructional Steel Research 65 (2009) 542–551
ARTICLE IN PRESS
International Wound Journal ISSN 1742-4801
ctbuh.org/papers
ACKNOWLEDGEMENTS
ACKNOWLEDGEMENTS
remote sensing
NATIONAL
civil enginerring
Wall and Interfacial Shear Stress in Stratified
Engineering Structures 101 (2015) 318–336
we learned in minute detail the seismic provisions of ASCE
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16
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Engineering Structures 79 (2014) 45–57
Engineering Structures 81 (2014) 76–87
Composite Structures 123 (2015) 204–215
Construction and Building Materials 94 (2015) 1–9
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 s : / / 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 2 4 8 6 2 1 3 5
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 s : / / 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 2 4 8 6 2 1 3 5
Engineering Structures 79 (2014) 45–57
Computers and Structures 159 (2015) 1–13
JournalofConstructionalSteelResearch111(2015)70–74
EngineeringStructures28(2006)1825–1834
Chapter 2
International Journal of Solids and Structures 51 (2014) 2549–2556
Chapter 2
Chapter 2
Chapter 2
Chapter 2
Chapter 2
Chapter 3
Chapter 2
Chapter 4
Chapter 5
Chapter 6
Chapter 8
Chapter 6
Chapter 6
Chapter 2
Chapter 3
Chapter 8
Chapter 4
Chapter 5
Chapter 3
Chapter 4
Chapter 5
Chapter 8
due to rapid constructionof this type of buildings and high
due to rapid constructionof this type of buildings and high
due to rapid constructionof this type of buildings and high
JournalofConstructionalSteelResearch122(2016)178–189
JournalofConstructionalSteelResearch122(2016)178–189
I
Developments in Geotechnical Engineering
JournalofConstructionalSteelResearch133(2017)19–35
JournalofConstructionalSteelResearch133(2017)19–35
Engineering Structures 124 (2016) 49–63
Soils and Foundations 2015;55(5):1211–1221
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 s : / / 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 2 1 7 0 0 1 9 7
The 1990 Edward Campbell Memorial Lecture
Two-Way Slabs
MTA6 11/22/2000 1:05 PM Page 100
Soil Dynamics and Earthquake Engineering 115 (2018) 291–304
472 Chapter 10
Soil Dynamics and Earthquake Engineering 110 (2018) 43–52
Evaluating the fatigue damage based on the maximum shear stress
Evaluating the fatigue damage based on the maximum shear stress
According to the shear key rebar details of the seed bridges used in this study, we can
NRC Publications Archive (NPArC)
Exp Fluids (2010) 49:167–181
Normalized shear strength of trapezoidal corrugated steel web dominated by
Normalized shear strength of trapezoidal corrugated steel web dominated by
Normalized shear strength of trapezoidal corrugated steel web dominated by
Nuclear Engineering and Design 310 (2016) 295–310
JOURNALOF PROPULSION ANDPOWER
مقاله A a b s t r a c t
ARTICLE
Bulletin of Engineering Geology and the Environment
Soil Dynamics and Earthquake Engineering xxx (xxxx) xxx–xxx
Soil Dynamics and Earthquake Engineering xxx (xxxx) xxx–xxx
Soil Dynamics and Earthquake Engineering xxx (xxxx) xxx–xxx
Materials Science & Engineering A 607 (2014) 454–459
CHAPTER 1: INTRODUCTION