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141
LABORATORY TESTS OF EPS BLOCK INFLUENCE ON BEHAVIOR OF BURIED PIPE UNDER REPEATED LOAD...
Published 2019-11-01“…Based on the results, the values of the pipe diameter change and pipe strain swiftly increases during the early cycles of loadings and followed the stability trend with the gathering of load cycles. …”
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142
VULNERABILITY ANALYSIS TO AQUIFER SUBSIDENCE BY ALPRIFT METHOD DUE TO OVER-EXPLOITATION FROM GROUNDWATE...
Published 2020-11-01“…Then, the data layers were prioritized based on the recommended weights, and the vulnerability map of the region was delineated. …”
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143
PROJECT SELECTION AND SCHEDULING OPTIMIZATION FOR THE MULTI-PERIOD NETWORK DESIGN PROBLEM...
Published 2017-08-01“…The Tabu search's relative performance increases as the size of the problem increases; Therefore, it is recommended for solving large networks. …”
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144
ASSESSING THE PERMEABILITY OF THE OIL AND ITS COMPONENTS INTO POROUS CONCRETE USING NEW CYLINDRICAL CHAMB...
Published 2017-05-01“…The results show that as the concrete strength increases, the permeability of the liquids used tends to decrease. It was also seen that any increase in the unit weight of the liquids used tends to reduce the amount of the permeated liquid in the concrete.…”
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145
ANALYSIS OF CLAMPED CIRCULAR PLATES WITH LARGE DEFLECTIONS THEORY BY EXPONENTIAL SERIES...
Published 2015-08-01“…The bending analysis of thin plates under large transverse loads requires the use of large deflection theory, because, in this case, points on the middle plane, in addition to perpendicular displacement, experience in-plane displacement. …”
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146
EXPERIMENTAL EVALUATION OF THE EFFECT OF MOISTURE CONTENT AND SHEAR DIRECTION ON THE INTERFACE BEHAVIOR O...
Published 2021-02-01“…The results of these investigations showed that the interface behavior of sand and CFRP was anisotropic and was dependent on the direction of the shear displacement. …”
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147
OPTIMAL STRATEGIES APPLIED BY CONTRACTORS AND EMPLOYERS FOR DELAYED PROJECTS: GAME THEORY APPROACH...
Published 2015-08-01“…Some assumptions regarding the model have been included, which are possible for others to extend.…”
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148
INFLUENCE OF THE MASS ECCENTRICITY ON THE MARGIN OF SAFETY AGAINST THE COLLAPSE OF RC-SMF BUILDINGS UNDER EX...
Published 2016-08-01“…According to the results, the probability of collapse reduces as the mass eccentricity increases. The trends of the collapse margin also show that the increase of mass eccentricity improves the collapse safety of the proposed buildings. …”
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149
ESTIMATING PARTICULATE MATTER ${\bf (PM_{10})}$ CONCENTRATION USING REMOTE SENSING TECHNIQUE AND METEOROLOG...
Published 2018-11-01“…The linear mixed effect model was fitted into all independent variables to examine their influence on $PM_{10}$ concentrations. …”
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150
AN INVESTIGATION OF NEGATIVE SKIN FRICTION ON SINGLE VERTICAL AND BATTER PILE USING NUMERICAL MODELING...
Published 2015-09-01“…However, much less work has been done on drag load on a batter pile. …”
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151
IMPROVING THE PRODUCTION PROCESS OF BIODIESEL FROM WASTE OIL BY TIO2 CATALYTIC NANOPARTICLES COMPARED WIT...
Published 2018-11-01“…Biodiesel is known as a nontoxic, renewable and environmental-friendly biodegradable fuel that is free from sulfur and aromatic compounds. …”
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152
THE EFFECT OF CONSTITUTIVE MODEL ON WALL DEFLECTION ANALYSIS IN DEEP EXCAVATION...
Published 2017-08-01“…It is well established that the accuracy of numerical simulations depends significantly on the constitutive soil model used. …”
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153
DYNAMIC BEHAVIOR OF GRANULAR SOILS FROM THE POINT OF VIEW OF EQUIVALENT SKELETON VOID RATIO...
Published 2020-11-01“…Advanced laboratory testing techniques such as bender element (BE), resonant column (RC) and cyclic triaxial (CT) testing have been developed to study the dynamic properties of soil. …”
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154
DEVELOPMENT OF NUMERICAL SOFTWARE FOR NONLINEAR DYNAMIC ANALYSIS OF A CONCRETE DAM- ESERVOIR-FOUNDATION...
Published 2015-03-01“…Furthermore, the structural strength of an arch dam under ground motion is strongly dependent on the stability and strength of its abutments. …”
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155
EFFECT OF OPENING ON THE LATERAL STIFFNESS OF MASONRY WALLS WITH AND WITHOUT CONCRETE TIES...
Published 2018-05-01“…If the pier besides an opening is too slender, in-plane or out-of-plane buckling might occur due to large compression in such components under overturning moment of wall. …”
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156
Ke arah memahami budaya pembelajaran pelajar-pelajar bumiputera yang mengikuti kursus kejuruteraan di KUiTTHO
Published 2001“…P e l a j a r b u m i p u t e r a dikatakan m a l a s d a n ini menjadi punca kegagalan mereka untuk m e n d a p a t k e p u t u s a n y a n g baik. B e r i k u t a n daripada isu tersebut, k a j i a n ini b e r t u j u a n u n t u k memahami budaya p e m b e l a j a r a n di kalangan p e l a j a r - p e l a j a r B u m i p u t e r a y a n g mengikuti kursus k e j u r u t e r a a n di KUiTTHO. …”
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157
بررسی آزمایشگاهی تأثیر مقدار و آرایش میلگردهای طولی و عرضی در تیرهای بتنی پیش تنیده تحت خمش
Published 2020-08-01“…Unbonded post-tensioning is applied to 7-wire strand tendons with Grade 270 and diameter of 0.5in that are positioned with constant eccentricity within the beam. …”
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158
IDENTIFICATION OF DAMAGE IN RIGID CONNECTIONS OF STEEL MOMENT FRAMES IN HEIGHT AND PLAN OF THE STRUCTURES U...
Published 2020-05-01“…In this essay a new method is being used to draw mode shape curvature at the beginning and the end of members. Detecting the damage at boundary areas becomes possible using this method. …”
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159
A COMPARATIVE FIELD STUDY OF THE BEHAVIOR OF RAMMED AGGREGATE PIERS AND CONCRETE PIERS UNDER UPLIFT LOADS...
Published 2016-02-01“…The behavior of RAPs with slenderness ratios of less than 4 was similar to that of the CPs, and the behavior of RAPs with slenderness ratios of higher than 4 was ductile. …”
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160
REPARABILITY ASSESSMENT OF STRUCTURES STRENGTHENED BY CFRP COMPOSITES...
Published 2018-02-01“…The plastic hinges are developed on the beam ends and middle length of the frame beams. …”
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