Search ResultsElektronik Kaynaklar 
by
Mohammed, Anwer Sabah Mohammed, author.
Format:
Alıntı:
Seismic Behavior of Screen Grid Core Insulated Concrete Form Walls / Mohammed, Anwer Sabah Mohammed
by
Aules, Wisam Amer, author.
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Behavior of Non-Ductile Slender Reinforced Concrete Columns Retrofit by CFRP under Cyclic Loading /
by
Giouvanidis, Anastasios, author.
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Seismic Response Analysis of Rocking Structures: Hybrid Behavior, Contact Phenomenon and Critical
by
Alrubaye, Salman, author.
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Behavior of Piled Raft Foundation in Partially Saturated Soils / Alrubaye, Salman, author.
by
Li, Xiaodan, author.
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Computational Modeling of the Time-Dependent Behavior of Cementitious Materials / Li, Xiaodan
by
Monteiro, André Manuel Bessa, author.
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Seismic Behavior of Precast Piers on High Speed Railway Bridges / Monteiro, André Manuel Bessa
by
Liu, Qilin, author.
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An Analysis of Driver Behavior in Response to Warning Beacon Installations on Stop Signs / Liu
by
Alghazali, Hayder Hussein, author.
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Behavior and Temporal-Based Effects of Sustainable Self-Consolidating Concrete in Bridge Structures /
by
Alabdulhady, Meyyada Yahya Mohammed, author.
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Torsional Behavior of RC Beams Strengthened with PBO-FRCM Composite / Alabdulhady, Meyyada Yahya
by
Patel, Rutvik R., author.
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Flexural Behavior and Strength of Doubly-Reinforced Concrete Beams With Hollow Plastic Spheres /
by
Anumolu, Sujith, author.
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Behavior of Hollow-Core Composite Columns under Torsion Loading / Anumolu, Sujith, author.
by
Andino, Marcos Javier Martinez, author.
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Assessment of the Structural and Thermal Behavior of Concrete Masonry Construction via
by
Khodaie, Sina, author.
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Meso-scale Simulation of Size-dependent Shear Behavior in Glass Fiber Reinforced Polymer Reinforced
by
Cong, Lu, author.
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Experimental and Theoretical Studies on the Cracking and Deformation Behavior of Strain Hardening
by
Pozo, Fray, author.
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multiplying the classical mechanics values by the reported degree of composite behavior, or overestimate the
by
Hindieh, Yazen, author.
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PLA and locally available soil. The flexural testing will determine the behavior and mechanical
by
Borghetti, Fabio. author.
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behavior of the tunnel and its safety systems during a diesel oil fire with a significant heat release rate
by
Knothe, Klaus. author.
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investigations -- Quasi-static curving behavior. - Load collectives for vehicle components -- Appendix. .
by
Dopko, Michael, author.
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behavior, reinforcement materials that are strong in tension are embedded into the concrete to avoid
by
Kordziel, Steven, author.
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experience in multi-story constructions and to be able to quantify the behavior of the products for their
by
Maher, Adam, author.
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content. The stress-strain data were then analyzed and compared to published strength behavior of Kaolin
by
Morgan, Adam Christopher, author.
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simulate the behavior of such columns with a reasonable level of error for unidirectional loading, but
by
Al-Jaberi, Zuhair, author.
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purpose. The results indicated that the non-arching strengthened reinforced masonry wall's behavior was
by
Ksara, Maissoun, author.
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becoming a common occurrence. This damage is triggered by two possibilities: classic freeze-thaw behavior
by
Kothala, Venkat Sai Kumar, author.
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internal structure thus improving the ability to understand the behavior of construction materials.
by
Kode, Anirudh, author.
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diaphragm subjected to a simulated seismic load. Data was collected and the behavior of the diaphragm
by
Kim, Nam-Ho. author.
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This book introduces the methods for predicting the future behavior of a system’s health and the
by
Gomes, Nevil Francis, author.
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behavior and stiffness of the beam-plate system. Tests were carried out using a number of reinforcing beams
by
Spritzer, John Michael, IV, author.
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-bottom, open-top, unanchored storage tanks by comparing the behavior of perfect tanks to tanks with
by
Pang, Cuijuan, author.
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world. This new composite exhibits a brand new ME behavior: the strain of the magnetostrictive phase
by
Ansorge, Dirk, author.
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improved behavior concerning soil compaction. The advantage of a tracked combine compared to a wheeled
by
Azzuni, Eyas, author.
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differential equation describing the large deformation behavior of circular rings subjected to nonuniform
by
Xian, Siyuan, author.
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feasibility, social equality, and human behavior in decision making. It proposes a suite of methodologies to
by
Haque, A. B. M. Tahidul, author. (orcid)0000-0002-8684-281X
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experimental study demonstrates the impulse-dependent wave transmission behavior can be investigated by
by
Bush, John Arthur, author.
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The overall objective of this dissertation is to elucidate scaling and fouling behavior in MD by
by
Pandey, Preeti, author.
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provided us more grounds for further research and future studies in the behavior of Pre-Saturated samples
by
Perry, Colin G., author.
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nonlinear and coupled behavior, especially for cases of large deflections, necessitating nonlinear analysis
by
Pokhrel, Jharna, author.
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assessment are computationally expensive and require many simulations to estimate the multi-hazard behavior
by
Abdelaziz, Amal, author.
Format:
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performance of asphalt pavements. Four different climate factors will be considered. In part one, the behavior
by
Imbembe, Blaise Nganyi, author.
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main components of a spacer grid support, dimple and spring, on the modal behavior of the fuel rod, the
by
Redwanly, Said, author.
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. (Ashiquzzaman et al., 2016) The objective of this study is to improve on the understanding of the behavior of
by
Geng, Weijuan, author.
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polymer conformation and quality of polymer gel to the hydraulic behavior of PMB. 4. Evaluate the effect
by
Li, Junhong, author.
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the laboratory to characterize the flow physics and scour behavior of uniform Ottawa sand around piers
by
Samsami, Reihaneh, author.
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principles of cooperation. It can lead to a cooperative behavior between subcontractors and act as the glue
by
Li, Weixin, author. (orcid)0000-0003-2561-0844
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behavior. Lastly, experimental characterization of the fracture properties of Marcellus shale was performed
by
Abdulhameed, Haider Adel, author.
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repair material. The experimental program included the flexural behavior of 10 beam specimens made of FR
by
Founta, Vasiliki, author.
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-perfectly plastic model of soil behavior. These analyses show that maximum surface deformations above the tunnel can
by
Palkovic, Steven D., author.
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-frictional behavior is almost entirely attributed to nm-scale details like molecular interfaces and colloidal
by
Sarebanha, Alireza, author.
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behavior and capacity for reliable performance. Safety mechanisms such as a stop can be imposed to prevent
by
He, Chuan, author.
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different test conditions (particle size, flow rate and sorbent bed length) to reveal the different behavior
by
Seta, Fumihiko. editor.
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-- Interrelation of Public Open Spaces and Social Behavior: A Chronological Perspective -- Provision of Ecosystem
by
Cai, Yalong, author.
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characteristics that are used to reflect deck behavior are selected. Grey-based Taguchi method is then adopted to
by
Caban, Pedro Luis Fernandez, author.
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Gaussian behavior irrespective of the aerodynamic roughness length of the upwind fetch. Analysis of a large
by
Sadeghi, Leila, author.
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attempt to better understand the relationship of current pavement behavior and future pavement performance
by
Fakharifar, Mostafa, author.
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representative stress-strain behavior of confined concrete filled PVC tubes (CCFPT). Experimental studies clearly
by
Al-Dakheeli, Hussein, author.
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-mechanical behavior. In this thesis, soil suction is vitally employed to study the soil shrinkage and shrinkage
by
Ling, Yifeng, author.
Format:
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Concentration) and shrinkage reducing admixture (SR) on the shrinkage behavior of fly ash-based geopolymer have
by
Silva, Diogo André de Oliveira Figueira da, author.
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campaign, which was aimed at obtaining experimental support for modeling the behavior of such interfaces
by
Lu, Zeyu, author.
Format:
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behavior of OPC and MKPC by refining pore size, improving hydration and modifying microstructures. Moreover

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