Decreased phosphodiesterase activities in cardiac hypertrophy by Abi-Gerges, A.

“…In S myocytes, PDE3 inhibition had no effect on ICa,L time-course, whereas PDE4 inhibition prolonged the signal. …”
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Structure of a reattaching supersonic shear layer by Samimy, M.

“…The preliminary results show that large-scale relatively organized structures with limited spanwise extent form in the free shear layer. Some of these structures appear to survive the recompression and reattachment processes, while others break down into smaller scales and the flow becomes increasingly three-dimensional. …”
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A comparison of peer, teacher and self-feedback on the reduction of language errors in student essays by Diab, Nuwar Mawlawi

“…However, comparison of students' performance on lexical errors at the immediate post-test revealed that the self-feedback group significantly decreased this error percentage compared to the peer feedback group. …”
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Decreased Analgesic Requirements in Super Morbidly Versus Morbidly Obese Patients Undergoing Laparoscopic Sleeve Gastrectomy by Hamed Elgendy (14148846)

Coalition game theoretic P2P trading in a distribution network integrity-ensured local energy market by M., Imran Azim

“…This paper presents a peer-to-peer (P2P) trading-enabled local energy market (LEM) mechanism and analyses it in the Australian market context to verify its feasibility. …”
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Shear Strengthening of Reinforced Concrete Beams Using CFRP Wraps by Mhanna, Haya H.

“…The experimental test results showed that the beam strengthened by U-Wrapped CFRP sheets increased the control beam’s shear strength by 114.82%, while the increase in shear capacity of the completely wrapped equivalent WBR1 and WBR2 beams over their control unstrengthened specimens was 69.28% and 201.63%, respectively. …”
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Shear Strength Behaviors of Tire Shred-Dune Sand Admixtures by Elmootassem, Ruba A.

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Effect of Basalt Microfiber on the Shear Response of RC Short Beams by Sabbagh, Mohamad Kusay Ahmad Rabee

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Shear Strength Behavior of Tire Shred-Dune Sand Admixtures by Ahmad, Abrar

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Decreased Expression and Activity of cAMP Phosphodiesterases in Cardiac Hypertrophy and Its Impact on β-Adrenergic cAMP Signals by Abi-Gerges, Aniella

“…Methods and Results: Cardiac hypertrophy was induced in rats by thoracic aortic banding over a time period of 5 weeks and was confirmed by anatomic measurements and echocardiography. …”
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Evaluation of the contribution of flexural CFRP plates in shear strengthening RC beams by Saqan, Elias I.

“…All specimens failed in shear as a result of a diagonal-tension crack. The strengthened specimens with one and two layers of CFRP plates showed an increase in their shear capacity of 55% and 76%, respectively, over the control specimen. …”
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Shear performance of FRP Reinforced Deep Beams Made of Ultra High Performance Concrete (UHPC) by Salman, Omar

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Use of Aluminum Alloy Plates as Externally Bonded Shear Reinforcement for R/C Beams by Abdalla, Jamal

“…Fiber Reinforced Polymers (FRP) and steel had proven to be very effective as externally bonded shear strengthening materials However, they both have their shortcomings. …”
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Integration of Wind Catchers in Modern Residential Buildings in the UAE as a Means of Providing Thermal Comfort by Riza, Raashid

“…This research is an evaluation of the effectiveness of wind catchers as means of providing thermal comfort for modern residential buildings in the hot arid climates in the UAE. …”
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Effect of Flexural NSM-FRP Bars on the Shear Strength of Reinforced Concrete Beams by Saleh, Rayyan Bashar

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Strengthening of Shear Deficient Beams with CFRP Laminates with Different Types of Anchorage Systems by Mohamed, Khalid Mustafa Elradi

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Effect of Blended Lightweight and Normal Weight Aggregates on The Shear Capacity of Concrete Beams by Khalil, Khalid Hesham

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Effect of Flexural CFRP Sheets and Plates on Shear Resistance of Reinforced Concrete Beams by Nawaz, Waleed

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External strengthening of shear deficient reinforced concrete beams with flexural CFRP laminates by Hawileh, Rami

“…As expected, all beams failed in shear as a result of a diagonal-tension crack. The strengthened specimens showed an increase in the load-carrying capacity of 49%-61% over the control unstrengthened specimen. …”
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Behaviour of Shear Deficient Reinforced Concrete Beams with Externally Bonded Aluminum Plates by Abu-Obeidah, Adi Salman

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