16.100 Aerodynamics, Fall 2002 by Darmofal, David L.

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BUILDING INFORMATION MODELING IN CURRENT AND FUTURE PRACTICE / by Eeydzah Aminudin 620791, editor, Chai, Chang Saar 636979, editor, Nurfakhira Azmi, 1990-, contributor 610936, Fatin Afiqah Ahmad Bajuri, contributor 640174, Rosli Mohamad Zin, contributor 282035, Shaiful Amri Mansur, contributor 331119, Omar Sedeeq Yousif, 1993-, contributor 613896, Chin, Li Wei, 1991-, contributor 604411, Cher, Siang Tan, contributor 609022, Kai, Chen Goh, contributor 640175, Fatimah Zahra Zakaria, contributor 640176, Melissa Mujan Mering, 1993-, contributor 610187, Rozana Zakaria contributor 604415, Che Muhammad Fatihi Hafifi Che Wahid, 1993-, contributor 636675, Abdul Rahim Abdul Hamid, contributor 564262, Muhammad Rozaid Ramli, contributor 640177, Zul-Atfi Ismail, contributor 640178, Monh Neardey, contributor 640179, Amir Al Hamdi Redzuan contributor 640180, Santi Edra Nisa Lau, 1994-, contributor 610167, Hafiz Hassim, contributor 640181

Development of interactive software/app (normal stress) by Koo, Chia Wei

“…In this project, the author aims to develop a software which performs beam analysis for a given beam problem. In beam analysis, the software will first determine the shear forces and bending moments along the given beam. …”
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Stability of laminated composites with delaminations by Yap, Chun Wee

“…Furthermore, in order to examine the buckling phenomena of moderately thick composite beam, three different collections of expressions designated as FSDT methods 1, 2 and 3 are presented to compute three separate sets of values for the effective flexural stiffness, effective shear modulus and shear correction factor in the first-order shear deformation beam theory. …”
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Seismic behavior of interior concretebeam-column joints with non-seismic and limited seismic detailing by Li, Qingyuan.

“…Column main bars lap spliced within plastic hinge regions were detrimental. The beams and columns were not severely damaged while shear failure formed in the joints. …”
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Encapsulation of probiotics for food and beverage applications by Ang, Kai Lin

“…Up to date, no studies have been done to examine the viability of probiotics in popular, well-liked, commercialized carbonated sodas/beers, but it is known that certain components in these matrices (e.g. phosphoric acid in soda, hops and ethanol in beers) can reduce the viability of probiotics. …”
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Target Design and Optimizations for Spent Fuel Transmutation by Tukharyan, Grigor

“…However, Tc-99 is produced at a rate of approximately 8.54 kg/year in a 1 GW reactor, suggesting that a single commercial cyclotron beam is currently not viable for transmutation purposes. …”
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Multi-modal piezoelectric energy harvester by Wang, Nan

“…Recent researches of energy harvester are designed as a cantilever beam with piezoelectric material. It was proven that resonant peaks can be achieved with array of harvester beams in wider bandwidth. …”
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Failure mode classification for reinforced concrete members using data-driven approaches by Ong, Billy

“…This study aims to classify images of reinforced concrete (RC) structures by examining characteristic crack patterns associated with specific failure modes in RC columns, beams, and walls. Post-classification, shear strength equations are employed to determine the shear force to predicted shear strength ratio (m), utilizing various parameters obtained from the collected database. …”
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Application of long gauge sensors on RC structures by Yong, Jun Jordan

“…This study comprises a series of carefully planned laboratory experiments involving the application of various shear forces to specimens of reinforced concrete beams and columns. …”
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Experiment and analysis of a hybrid composite post-tension plate girder by Al Mustawfi, Sahib, Safiee, Nor Azizi, Abu Bakar, Nabilah, Abd Karim, Izian, Mohd Nasir, Noor Azline

“…They are typically made up of built-up sections in the shape of I-beams. Web and flange plates withstand shear force and bending moment, respectively. …”
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Prismatic, basal, and slip strengths of commercially pure Zr by micro-cantilever tests by Wilkinson, A

“…This study aimed to measure the critical resolved shear strength (CRSS) of individual slip systems in a polycrystalline, commercially pure zirconium sample. …”

Experimental and numerical evaluation of composite floor systems under fire conditions by Tan, K.-H., Nguyen, T.-T.

“…This paper presents novel experimental results and observations from three one-quarter scale tests on two-way concrete slabs supported by protected steel edge beams under fire conditions. The sizes of the protected secondary edge beams were varied to study the effect of beam stiffness on the fire behaviour of the assemblies. …”
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Development of interactive software (statics) by Chan, Keith Shao Wen

“…As the major part of the whole software, the Beam Analyser is developed to tackle problems in determining reaction forces and plotting shear force diagram and bending moment diagram of a beam subjected to various loadings and support conditions. …”
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Strength of high-strength wall under lateral loading by Mohammad Redha Mohd Said.

“…High strength reinforced concrete (RC) shear walls had been used in the construction of core walls in tall buildings. …”
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Biomedical cellular imaging using digital holographic photothermal microscope by Hendry Renaldo.

“…The method is based on irradiating a cellular structure with a laser pump beam and using a probe beam to measure the optical path difference resulted from the heat distribution of the structure to the surroundings. …”
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Visible wavelength FBG sensors by Ching, Wei Wen

“…A simple strain test was setup to determine the linear relationship between the Bragg wavelength and the strain applied to the beam. The FBGs fabricated were first mounted to the surface of an aluminum beam and a vertical displacement strain was then applied onto the beam. …”
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Effect of partial debonding on catenary action of reinforced concrete frames by Yu, Jun, Tan, Kang Hai

“…Catenary action, one of ALPs, uses tensile force in beams to balance external loads applied onto structures. …”
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Properties and flexural performance of iron ore tailings concrete by Oritola, Sikiru Folahan

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Impact resistance of reinforced concrete members by Low, Kun Sheng

“…In this paper, we shall compare the impact resistance of 5 types of concrete beam. These 5 types of concrete beam are: 1) Normal concrete; 2) Normal concrete with steel fibre reinforcement; 3) Lightweight concrete; 4) Lightweight concrete with steel fibre reinforcement; 5) Normal concrete with steel fibre reinforcement and engineered cementitious composite protective layer. …”
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