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. …”

The effects of peer instruction through social learning environment towards students' cognitive load and learning performance / by Edwards, Bosede Iyiade, 1971-, author 549822, Baharuddin Aris, supervisor 221554, Nurbiha A. Shukor, 1986-, supervisor 535223, Hasnah Mohamed, 1966-, supervisor 535272, Fakulti Pendidikan 8185

The effects of peer instruction through social learning environment towards students' cognitive load and learning performance / by Edwards, Bosede Iyiade, 1971-, author 549822

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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Impact response of reinforced concrete beam and its analytical evaluation by Fujikake, Kazunori, Li, Bing, Soeun, Sam

“…This paper examines the impact responses of reinforced concrete RC beams through an experimental study and presents an analytical model developed to predict the maximum midspan deflection and maximum impact load, which aids as an important performance index to evaluate the damage levels of RC beams when subjected to impact loadings. …”
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Finite element analysis of corrugated web beams under bending by Chan, C.L., Khalid, Y.A., Sahari, B.B., Hamouda, A.M.S.

“…The effect of web corrugation on the beam's strength is presented in this paper. Beams with plane web, vertically and horizontally corrugated webs were investigated using LUSAS finite element package. …”
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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

The performance of carbon fiber reinforced concrete rectangular beam in torsion / by Baraa Najah Abdullah, 1983-, author 613938

Free vibration of exponential functionally graded beams with single delamination by Xiao, Jing, Shu, Dongwei, Liu, Yang

“…This is the first study on the influences of delamination (its length and location) on the vibration of exponential functionally graded beams. Results show that the natural frequency increases as the Young's modulus ratio increases, but such increase is smaller when the beam suffers a longer delamination. …”
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Improvements of FDK-type helical cone-beam CT imaging by Liang, Hong Zhu

“…This thesis presents the author's research work on the FDK-type CT imaging algorithms for 3D cone-beam CT scanner. The modern FDK-type algorithms suffer from two main limitations of the data collection: the cone-shaped projection volume and the helical scanning pitch. …”
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