Emergence and spread of two SARS-CoV-2 variants of interest in Nigeria by Olawoye, IB, Oluniyi, PE, Oguzie, JU, Uwanibe, JN, Kayode, TA, Olumade, TJ, Ajogbasile, FV, Parker, E, Eromon, PE, Abechi, P, Sobajo, TA, Ugwu, CA, George, UE, Ayoade, F, Akano, K, Oyejide, NE, Nosamiefan, I, Fred-Akintunwa, I, Adedotun-Sulaiman, K, Brimmo, FB, Adegboyega, BB, Philip, C, Adeleke, RA, Chukwu, GC, Ahmed, MI, Ope-Ewe, OO, Otitoola, SG, Ogunsanya, OA, Saibu, MF, Sijuwola, AE, Ezekiel, GO, John, OG, Akin-John, JO, Akinlo, OO, Fayemi, OO, Ipaye, TO, Nwodo, DC, Omoniyi, AE, Omwanghe, IB, Terkuma, CA, Okolie, J, Ayo-Ale, O, Ikponmwosa, O, Benevolence, E, Naregose, GO, Patience, AE, Blessing, O, Micheal, A, Jacqueline, A, Aiyepada, JO, Abejegah, C, Adetifa, IM

“…In this study, we integrated genomic and travel data to investigate the emergence and spread of the SARS-CoV-2 B.1.1.318 and B.1.525 (Eta) variants of interest in Nigeria and the wider Africa region. …”

Effects of high loading rate on reinforced concrete beams by Fujikake, Kazunori, Adhikary, Satadru Das, Li, Bing

“…Comparative analyses of RC beams under these varying loading rates highlighted several key aspects of their dynamic behavior.…”
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Timoshenko beam effect in flexural resonant column tests by Leong, Eng Choon, Cheng, Z. Y.

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Behaviour of continuous deep beams with unsymmetrical web openings by Tham, Win Yen

“…It is important to understand that deep beams behave differently from normal beams. Due to their dimensions, deep beams are predominantly controlled by shear strength. …”
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Sustainable structural design optimization - prestressed concrete beams by Ng, Kok Hang

“…The case study revealed that for an 18 m wide bridge, a 3-beam layout generates lesser overall EC than a 4-beam layout and a beam length (thus column spacing) of 20 to 26 m is likely to produce the lowest EC for the bridge system. …”
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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. The influence of main steel ratio p, concrete strength fc', shear span-to-overall-height ratio a/h (or shear span-to-effective-depth ratio a/d), overall height h and prestress force on deep beams are investigated.…”
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Vibration of sandwich beams with 2 non-overlapping delaminations by Yip, Kok Seng.

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Vibration of beams with delaminations and embedded piezoelectric sensors and actuators by Della, Christian Ngalatan

“…The delaminated beams are modeled as interconnected Euler-Bernoulli beams using the delaminations as their boundaries. …”
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Nonlinear self-confined plasmonic beams: experimental proof by Kuriakose, T, Renversez, G, Nazabal, V, Elsawy, MMR, Coulon, N, Němec, P, Chauvet, M

“…Controlling low power light beam self-confinement with ultrafast response time opens up opportunities for the development of signal processing in microdevices. …”

An Analytical Model for Pitch Moment Stiffness of Bolted Connections and Its Application in Ballscrew Bearing Support Block Selection by Harlalka, Akshay D., Slocum, Alexander H.

“…While analytical models for the axial stiffness of bolted joints are well developed, models for moment (angular) stiffness of bolted structures, such as ball screw bearing support blocks, are needed to help engineers rapidly design more efficient precision machines. …”
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Catalytic asymmetric synthesis of Pt- and Pd-PCP pincer complexes bearing a para-N pyridinyl backbone by Wong, Esther Hui Yen, Jia, Yu-Xiang, Li, Yongxin, Pullarkat, Sumod Appukuttan, Leung, Pak-Hing

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Case study of load-bearing precast wall system subject to low seismic intensity by linear and nonlinear analyses by Tiong, Patrick Liq Yee, Chiew, Sing Ping, Teow, Beng Hur

“…This paper investigates the behaviour of load-bearing precast wall system (namely the HC Precast System − HCPS) subject to seismicity in Malaysia. …”
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SARS-CoV-2 accessory protein 7b forms homotetramers in detergent by Surya, Wahyu, Queralt-Martin, Maria, Mu, Yuguang, Aguilella, Vicente M., Torres, Jaume

“…A global pandemic is underway caused by the severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2). The SARS-CoV-2 genome, like its predecessor SARS-CoV, contains open reading frames that encode accessory proteins involved in virus-host interactions active during infection and which likely contribute to pathogenesis. …”
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PESI: paratope-epitope set interaction for SARS-CoV-2 neutralization prediction by Wan, Zhang, Lin, Zhuoyi, Rashid, Shamima, Ng, Shaun Yue Hao, Yin, Rui, Senthilnath, J., Kwoh, Chee Keong

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The impact of evolving SARS-CoV-2 mutations and variants on COVID-19 vaccines by McLean, Gary R., Kamil, Jeremy, Lee, Benhur, Moore, Penny, Schulz, Thomas F., Muik, Alexander, Sahin, Ugur, Tureci, Ozlem, Pather, Shanti

“…The emergence of several new variants of severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) in recent months has raised concerns around the potential impact on ongoing vaccination programs. …”
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Southeast Asia initiative to combat SARS-CoV-2 variants (SEACOVARIANTS) consortium by Nhu, LNT, Chambers, M, Chantratita, N, Cheah, PY, Day, NPJ, Dejnirattisai, W, Dunachie, S, Grifoni, A, Hamers, RL, Hill, J, Jones, EY, Klenerman, P, Mongkolsapaya, J, Screaton, G, Sette, A, Stuart, D, Tan, CW, Thwaites, G, Thanh, VD, Wang, L-F, Tan, LV, SEACOVARIANTS Consortium

“…A strong and effective COVID-19 and future pandemic responses rely on global efforts to carry out surveillance of infections and emerging SARS-CoV-2 variants and to act accordingly in real time. …”

Finite element analysis of bending of open section composite beams by Tan, Wee Peng

“…The study utilizes Finite Element Analysis (FEA) in ANSYS to simulate the structural response of these I-beams under three-point bending tests. Results indicated that increasing the ply count and web height enhances the load-bearing capacity and reduces deformation, with carbon fibre outperforming Toray T700 due to its superior mechanical properties. …”
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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

The performance of carbon fiber reinforced concrete rectangular beam in torsion / by Baraa Najah Abdullah, 1983-, author 613938, Mohd. Yunus Ishak, supervisor 446977, Ramli Abdullah, supervisor 185494, Fakulti Kejuruteraan Awam 8022