標題: Titlebook: GCEC 2017; Proceedings of the 1 Biswajeet Pradhan Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Structural and Constr [打印本頁] 作者: OAK 時間: 2025-3-21 16:59
書目名稱GCEC 2017影響因子(影響力)
書目名稱GCEC 2017影響因子(影響力)學(xué)科排名
書目名稱GCEC 2017網(wǎng)絡(luò)公開度
書目名稱GCEC 2017網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱GCEC 2017被引頻次
書目名稱GCEC 2017被引頻次學(xué)科排名
書目名稱GCEC 2017年度引用
書目名稱GCEC 2017年度引用學(xué)科排名
書目名稱GCEC 2017讀者反饋
書目名稱GCEC 2017讀者反饋學(xué)科排名
作者: 混合物 時間: 2025-3-21 22:05
GCEC 2017978-981-10-8016-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 辯論 時間: 2025-3-22 04:25
Biswajeet PradhanGathers the proceedings of the 1st Global Civil Engineering Conference, GCEC 2017, held in Kuala Lumpur, Malaysia, on July 25–28, 2017.Presents the latest developments in the field of Civil Engineerin作者: Osteoporosis 時間: 2025-3-22 05:50 作者: 甜得發(fā)膩 時間: 2025-3-22 12:26 作者: 弄皺 時間: 2025-3-22 13:22
Strafzuschlag zum Schadensersatzship. Eleven academic articles were found that produced list of these construction’s CSFs in ranking order based on the significance of these factors towards the project success. Thus, this paper presents the average level of significance of leadership factors amongst CSFs. Level of significance for作者: 弄皺 時間: 2025-3-22 20:38 作者: 起草 時間: 2025-3-22 22:32
?konomische Theorie der Politik overrun which transforms what should have been successful projects to projects incurring additional costs, disagreements, litigation and in some cases abandonment of projects. This research studied the causes of delays and cost overrun in the industry and ranked them according to their perceived im作者: 富饒 時間: 2025-3-23 04:20
?konomische Theorie der Sozialpolitikmal transmission is achieved through incorporation of an insulating layer. However, this insulating layer led to a reduction of structural performance. The provision of shear connection in the sandwich system improved its structural integrity and increased with increase in a number of shear connecto作者: Aura231 時間: 2025-3-23 05:47 作者: florid 時間: 2025-3-23 12:53 作者: Ergots 時間: 2025-3-23 16:32
https://doi.org/10.1007/978-3-322-88559-3ing against static/dynamic loads and earthquake vibration to get the safety of these structures. Therefore this paper includes the study of the behavior of tunnel lining due to static and dynamic loads. Inner diameter of tunnel is D m. Concrete lining of thickness 0.3?m. The depth of the tunnel cent作者: wall-stress 時間: 2025-3-23 18:13
https://doi.org/10.1007/978-3-658-29640-7y to design conservatism. This study seeks to address this challenge by developing and a subsequent experimental validation of a numerical strength determination function for PCS through implementing a rational-based approach. Hence, a procedural algorithm lead to the development of PCS determinatio作者: Basilar-Artery 時間: 2025-3-24 00:18
https://doi.org/10.1007/978-3-658-01180-2four mixes with constant nominal size of aggregate (.?=?12.5?mm) have been prepared such that the weight of aggregate and portion of coarse aggregate to fine aggregate were designed to be constant. Forty-eight notched beam specimens were tested under displacement-controlled condition to achieve the 作者: 無辜 時間: 2025-3-24 04:17 作者: macabre 時間: 2025-3-24 07:24
https://doi.org/10.1007/978-3-663-10944-0sity function of probability distribution and statistics for cyclic stress ratio (CSR). The density function of probability distribution and the cycle resistance ratio (CRR) can be concluded from the possibility of the cycle of resistance curves. The proposed first-order, second-moment procedure is 作者: 陶器 時間: 2025-3-24 12:02 作者: antipsychotic 時間: 2025-3-24 14:59
?Die Liebe geh?rt mir wie der Glaube“tudy will be treated and focused on the criteria of thermal analysis of deep beams. Many lectures are verified by nonlinear finite element method. Also, a parametric study is carried out to investigate the effect of some factors on the behavior of deep beams exposed to elevated temperature. The mode作者: Cytokines 時間: 2025-3-24 21:56
Theorie und empirische Analyse,esidual stresses in the section especially in the area of bending. Hence, these cold work processes may have significant effects on the section behaviour and load-bearing capacity. There was a lack of studies in investigating the effects of residual stresses raised by press-braking operations unlike作者: PALMY 時間: 2025-3-25 00:25
https://doi.org/10.1007/3-540-28879-1iform. In practice, the spatial variability of random soil affects the ultimate bearing capacity of strip footings. This paper focuses on a probabilistic study using adaptive finite element limit analysis combined with random field theory to investigate the bearing capacity of strip footings subject作者: Coeval 時間: 2025-3-25 05:01 作者: 發(fā)酵 時間: 2025-3-25 09:35 作者: 新星 時間: 2025-3-25 15:33 作者: NICE 時間: 2025-3-25 16:03
Die Gestaltung ?konomischer Organisationenes: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.作者: PACK 時間: 2025-3-25 22:25 作者: Urologist 時間: 2025-3-26 00:42
Influence of Polyethylene and Stainless Steel Fibres on Compressive and Tensile Behaviour of High-Pees: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.作者: 無法取消 時間: 2025-3-26 05:04
Mechanical Properties of Timber Dried Using Radio Frequency–Vacuum Systemthat the modulus of rupture and modulus of elasticity of RFV specimens were lower than the conventional kiln-dried timbers. On the other hand, the Janka hardness of RFV specimens was slightly higher. Comparison with kiln-dried timbers suggested that RFV process had no adverse effect on the specific gravity.作者: 暫時過來 時間: 2025-3-26 11:37 作者: 草率男 時間: 2025-3-26 15:29
https://doi.org/10.1007/978-3-658-29640-7n function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.作者: Rejuvenate 時間: 2025-3-26 19:05
https://doi.org/10.1007/3-540-28879-1ed to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.作者: 疲勞 時間: 2025-3-26 22:47 作者: 無聊的人 時間: 2025-3-27 03:11
Composite Slab Numerical Strength Test Method Under Partial Connection Approachn function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.作者: Migratory 時間: 2025-3-27 09:08 作者: 運動性 時間: 2025-3-27 10:57 作者: MAIM 時間: 2025-3-27 14:40
2366-2557 nts the latest developments in the field of Civil Engineerin.This book gathers the proceedings of the 1st Global Civil Engineering Conference, GCEC 2017, held in Kuala Lumpur, Malaysia, on July 25–28, 2017. It highlights how state-of-the-art techniques and tools in various disciplines of Civil Engin作者: 保存 時間: 2025-3-27 19:26
https://doi.org/10.1007/978-3-658-01180-2lize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.作者: 假設(shè) 時間: 2025-3-27 21:58
Critical Crack-Tip Opening Displacement of SCLClize the influences regarding water/binder ratio. Test results showed that as the water/binder ratio increased from 0.35 to 0.50, the fracture energy and toughness decreased by 65.8 and 54.5%. Moreover, the water/binder ratio had apparent influences on the values of critical crack-tip opening displacement.作者: lactic 時間: 2025-3-28 04:20
Conference proceedings 2019highlights how state-of-the-art techniques and tools in various disciplines of Civil Engineering are being applied to solve real-world problems. The book presents interdisciplinary research, experimental and/or theoretical studies yielding new insights that will advance civil engineering methods. Th作者: Melanocytes 時間: 2025-3-28 08:37 作者: Orchiectomy 時間: 2025-3-28 14:02
RC Column Repaired with HPFRCC and Confined with CFRP: Numerical Analyses to Evaluate the Column Secigh-performance fiber-reinforced cement composites (HPFRCC) jackets and external carbon fiber-reinforced polymer (CFRP) wrapping. The column damage is due to degradation of concrete and steel rebars for effect of the corrosion. Different HPFRCC mix designs were considered to repair the column assumi作者: 出處 時間: 2025-3-28 17:33 作者: 發(fā)酵 時間: 2025-3-28 19:29
Relationship of Microcrack Pattern and the Shear Strength of Granitic Rockce has produced the microcrack pattern that can affect the stability of the slopes at the Pos Selim area, which is located at the Banjaran Titiwangsa. The relationship of the microcrack pattern and the shear strength of the granitic rock is investigated as to know the behavior of the crack pattern w作者: fluffy 時間: 2025-3-29 01:58 作者: 不開心 時間: 2025-3-29 04:07 作者: 撕裂皮肉 時間: 2025-3-29 10:29
Application of Wood Waste Ash in Concrete Making: Revisitedo sustainability particularly if they are derived from waste. Managing solid waste is increasingly becoming a global challenge as a result of increasing volume of accumulated waste from industrial and agricultural by-products. Environmental concerns as well as economic implications related with disp作者: novelty 時間: 2025-3-29 13:49
Comparative Study on Change Orders in Building Projectsected cities in the National Capital Region (NCR), Philippines. Using descriptive/survey research method specifically expert sampling method, key informant interviews, actual site observations and desk reviews of project documents (e.g., contract documents, plans and specifications, etc.), this stud作者: 管理員 時間: 2025-3-29 19:26 作者: Expertise 時間: 2025-3-29 23:11 作者: 正式演說 時間: 2025-3-30 01:21
Critical Crack-Tip Opening Displacement of SCLCfour mixes with constant nominal size of aggregate (.?=?12.5?mm) have been prepared such that the weight of aggregate and portion of coarse aggregate to fine aggregate were designed to be constant. Forty-eight notched beam specimens were tested under displacement-controlled condition to achieve the 作者: canonical 時間: 2025-3-30 04:20
Numerical Analysis of Multilayer Geosynthetic-Reinforced Bed Over Stone Columns-Improved Soft Clayite-element analyses were performed to simulate the behavior of multilayer geosynthetic-reinforced granular bed over stone column-reinforced soft soil using the ABAQUS. An extensive research was conducted for better understanding of the mechanism of load transfer in ordinary stone columns (OSCs) and作者: Accrue 時間: 2025-3-30 11:29 作者: Arbitrary 時間: 2025-3-30 12:39
Mechanical Properties of Timber Dried Using Radio Frequency–Vacuum Systemlanks. Experimental results proved that the method considerably reduced drying period and successfully dried timber with fewer defects. An assessment was conducted to evaluate the effect of RFV system on some mechanical properties of timber. The timbers were classified as difficult to dry and requir作者: 為現(xiàn)場 時間: 2025-3-30 19:54
A Parametric Study and Design Equation of Reinforced Concrete Deep Beams Subjected to Elevated Tempetudy will be treated and focused on the criteria of thermal analysis of deep beams. Many lectures are verified by nonlinear finite element method. Also, a parametric study is carried out to investigate the effect of some factors on the behavior of deep beams exposed to elevated temperature. The mode作者: 爭論 時間: 2025-3-31 00:22
3D FEM to Predict Residual Stresses of Press-Braked Thin-Walled Steel Sectionsesidual stresses in the section especially in the area of bending. Hence, these cold work processes may have significant effects on the section behaviour and load-bearing capacity. There was a lack of studies in investigating the effects of residual stresses raised by press-braking operations unlike作者: 陳舊 時間: 2025-3-31 02:05
Probabilistic Study of the Undrained Bearing Capacity of Strip Footingsiform. In practice, the spatial variability of random soil affects the ultimate bearing capacity of strip footings. This paper focuses on a probabilistic study using adaptive finite element limit analysis combined with random field theory to investigate the bearing capacity of strip footings subject作者: Obstreperous 時間: 2025-3-31 06:23 作者: alleviate 時間: 2025-3-31 13:14
RC Column Repaired with HPFRCC and Confined with CFRP: Numerical Analyses to Evaluate the Column Secific Earthquake Engineering Research Center, University of California, Berkeley, CA, [.]) applying a vertical load and a displacement history (section rotation). The analyzed sections represent the undamaged section, the section damaged for effect of rebar corrosion, and the repaired and retrofitted作者: Moderate 時間: 2025-3-31 15:05 作者: Generosity 時間: 2025-3-31 17:51 作者: majestic 時間: 2025-3-31 22:54 作者: 膝蓋 時間: 2025-4-1 05:39 作者: cultivated 時間: 2025-4-1 10:00
Comparative Study on Change Orders in Building Projectsgated. Based on the results of the study, it was found out that the major causes of Change Orders in building construction projects in the Philippines were related to change of plans and scope by the owner, adjustment of schedule, unpredictable weather conditions, unforeseen site conditions, change 作者: 稱贊 時間: 2025-4-1 12:50
Numerical Modelling for Twin Horizontal Circle Tunnels Under Static and Dynamic Loadsent, stresses, forces and bending moments acting on the tunnel lining. Due to the application of the static load the stress–strain state around the tunnel periphery is changed, the primary stress state is disrupted and the potential of instability increases, otherwise the result shows that the appli
