Shear behaviour of high-strength concrete beams by He, Lihua.

“…The rapidly increasing use of high strength concrete as an alternative to the more classical materials (normal strength concrete) requires knowledge by the design engineer of HSC behaviour in shear. The experimental investigation conducted in this project is important to evaluate the current design methods used for shear design of HSC beams, and the theoretical model proposed in this research for reinforced concrete element is capable of predicting not only the ultimate shear strength but also the load-deformation response of concrete elements subjected to in-plane shear and normal stresses.…”
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Re-evaluation of shear strength design code provisions of RC beams with shear reinforcements by Yu, Bo, Sang, Bujiu, Tao, Xiaolei, Li, Bing

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Shear strength of reinforced and prestressed concrete deep beams by Lu, Hai Yun.

“…The studies in this thesis mainly focus on the general behaviour, analysis and design in the shear strength of large reinforced and post-tensioned concrete deep beams. …”
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Shear wall of multi story wall beam system for tall buildings / by Kyaw, Naing Win, 1989-, author 610700, Abdul Kadir Marsono, supervisor 212405, Mohd. Zamri Ramli 294533, Fakulti Kejuruteraan Awam 8022

Subjects: “…Shear walls…”

Shear wall of multi story wall beam system for tall buildings / by Kyaw, Naing Win, 1989- , author 610700

Subjects: “…Shear walls…”

The effectiveness of welded inclined bars as shear reinforcement in rectangular beam / by Gimbiya, Turu Christiana, 1988-, author 612951, Ramli Abdullah, supervisor 185494, Mohd. Yunus Ishak, supervisor 446977, Fakulti Kejuruteraan Awam 8022

The effectiveness of welded inclined bars as shear reinforcement in rectangular beam / by Gimbiya, Turu Christiana, 1988-, author 612951

Shear behaviour of steel members and beam-to-column joints under elevated temperatures by Qian, Zhenhai

“…The objective of current research is to investigate the possibility of using “Component-Based” method to predict steel joint behaviour at elevated temperatures. In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear force. …”
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Shear Capacity of RC Beam with Opening Strengthened Using CFRP Sheet and Plate by Fai, Moi Kin, Ali, Noorwirdawati

“…Nevertheless, the control beam with no openings has the greatest ultimate shear capacity. …”
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See you at the top / by Ziglar, Zig, 1926-2012 456132

See you at the top / by Ziglar, Zig, 1926-2012 456132, Mayton, Al

SEE YOU AT THE TOP / by Ziglar, Zig, 1926-2012 author 456132, Nor Junainah Masjuni, translator 621005, Amiratul Awatif, editor 621006

The augmented human — seeing sounds by Lim, Nicole Sze Ting

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Is ‘Trojan Horse’ : seeing wood for the trees? by Jayakumar, Shashi

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Shear strength behavior of cemented soil in direct simple shear by Kanesh Kanaraj Thangaraju.

“…The objective of this project is to study the effect of cementation and bonding on the shear strength properties of these soils by conducting direct simple shear tests in the laboratory. …”
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Hearing what is not said; seeing what is not written. by Han, Peiyi.

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Punching shear strength of reinforced concrete slabs without shear reinforcement by Jin, Ling

“…Thus, special attention should be paid when design punching shear capacity. From literature, punching shear capacity could be predicted by various methods including the different code methods, mechanical models, plastic theory and compression field theory. …”
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SEEING FLOWERS : Discover the Hidden Life of Flowers/ by Chace, Teri Dunn, author 656225, Llewellyn, Robert, photographer 640947

“…Seeing Flowers is a visual feast that gloriously highlights 343 popular garden flowers. …”

Truss-arch model for shear strength of shear-critical reinforced concrete columns by Pan, Zuanfeng., Li, Bing.

“…Experimental observations on 11 Reinforced Concrete (RC) columns tested at Nanyang Technological University (NTU), and existing experimental data of 79 shear-critical RC columns are presented. Significant arch action is found in columns of small shear span-to-depth ratio and high axial-load ratio under shear force. …”
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Supporting Bystanders: See Something, Say Something Is Not Enough by Rowe, Mary

“…An expanded version of this working paper was later published as Mary P. Rowe, “Bystanders: ‘See Something, Say Something’ Is Not Enough,” Alternatives to the High Cost of Litigation Vol. 39, No. 10 (November 2021): 153-165.…”
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