تگ beams

جزئیات خدمات ترجمه در ترجمه تخصصی

steel
526 Reinforced Concrete Design of Tall Buildings
Engineering Structures 50 (2013) 197–206
Composite Structures 108 (2014) 600–615
Composite Structures 108 (2014) 600–615
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
Available online at www.sciencedirect.com
is mostly a problem with beams that are relatively weak
is mostly a problem with beams that are relatively weak
1
An experimental study on the failure modes of high strength
Materials and Structures
JournalofConstructionalSteelResearch64(2008)947–961
Composite Structures 94 (2012) 3500–3509
سازه های تیر مرکب ساندویچ فولاد-بتن-فولاد
Shear tests of reinforced concrete beams with continuous rectangular
Shear tests of reinforced concrete beams with continuous rectangular
Prediction of the behavior of reinforced
1. Introduction
Construction and Building Materials 38 (2012) 708–716
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
Construction and Building Materials
Engineering Structures 75 (2014) 126–138
Enhancement of shear strength and ductility for
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
Journal of Mechanical Science and Technology 25 (3) (2011) 557~565
Concrete Repair, Rehabilitation and Retrofitting II – Alexander et al (eds)
Construction
journal homepage: www.elsevier.com/locate/engstruct
4
200 Chai Yoo
Continuous Beams and Rigid Frames 201
Continuous Beams and Rigid Frames 203
Engineering and Design 259 (2013) 14– 28
Nuclear Engineering and Design 259 (2013) 14– 28
Applied Radiation and Isotopes 69 (2011) 527–530
Applied Radiation and Isotopes 69 (2011) 527–530
Construction and Building Materials 29 (2012) 403–409
Reevaluation of Deﬂection Prediction for Concrete Beams
200 Controlling Light Propagation with Interfacial Phase Discontinuities
200 Controlling Light Propagation with Interfacial Phase Discontinuities
Composite Structures 94 (2012) 2513–2522
Mortezaei
CHAPTER 2
Soil Dynamics and Earthquake Engineering 67 (2014) 326–344
Materials and Design 42 (2012) 378–387
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
THE STRUCTURAL DESIGN OF TALL BUILDINGS, Vol. 6, 245–262 (1997)
The new provisions allow two options: (1) detailing similar to prior editions
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 10, NO. 6 (2009)
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 10, NO. 6 (2009)
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 10, NO. 6 (2009)
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 10, NO. 6 (2009)
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 10, NO. 6 (2009)
K. Sarkar, R. Ganguli / Journal of Sound and Vibration 332 (2013) 6078–6092 6079
Construction and Building Materials xxx (2015) xxx–xxx
responsible for a production that presents a very personal reading
Alexandria Engineering Journal (2014) 53, 329–339
Composite Structures 89 (2009) 60–69
Available online at www.sciencedirect.com
Thin-Walled Structures 94 (2015) 135–146
NLFEA results and STM calculations are yielding the accurate prediction
Engineering Structures 113 (2016) 121–132
ACI STRUCTURAL JOURNAL TECHNICAL PAPER
Mechanics Research Communications 69 (2015) 121–128
Beam & Joist Ceilings
تاثیر تبادل گرمایی و انتقال دود در آشکارساز دود و حرارت
Engineering Structures 41 (2012) 294–306
Nuclear Engineering and Design 259 (2013) 14– 28
Engineering Structures 48 (2013) 10–20
Engineering Structures 24 (2002) 73–84
Work is the international event for architects and other creative
finity construction beams for use in buildingsNew product range
s not big enough or strong enough to destroy a
we learned in minute detail the seismic provisions of ASCE
Engineering Structures 81 (2014) 76–87
Composite Structures 123 (2015) 204–215
Engineering Structures 101 (2015) 529–541
Alexandria Engineering Journal (2014) 53, 329–339
Engineering Structures 24 (2002) 73–84
Engineering Structures 24 (2002) 73–84
EngineeringStructures28(2006)1825–1834
JournalofConstructionalSteelResearch133(2017)19–35
JournalofConstructionalSteelResearch133(2017)19–35
Theoretical approaches on bending analysis of founded Euler-Bernoulli cracked beam
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 / 3 0 8 5 3 6 2 8 6
Structure-
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 / 3 0 8 5 3 6 2 8 6
Structure-
in order to investigate the impact resistant behavior of RC
in order to investigate the impact resistant behavior of RC
عمران سازه
is the amplitude of Super Gaussian laser beam for the
is the amplitude of Super Gaussian laser beam for the
It can be seen that Super Gaussian laser beams are
The beam have frequencie ω and K as propagation wave
It can be seen that Super Gaussian laser beams are
The beam have frequencie ω and K as propagation wave
Istituto Universitario Università degli
sensors