Showing 101 - 120 results of 6,913 for search '((beers OR bers) OR (((bears OR beads) OR beams) OR ((beer OR peer) OR bee)))', query time: 0.60s Refine Results
  1. 101

    Sustainable structural design optimization - prestressed concrete beams by Ng, Kok Hang

    Published 2024
    “…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. …”
    Get full text
    Final Year Project (FYP)
  2. 102

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

    Published 2009
    “…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.…”
    Get full text
    Thesis
  3. 103
  4. 104

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

    Published 2008
    “…The delaminated beams are modeled as interconnected Euler-Bernoulli beams using the delaminations as their boundaries. …”
    Get full text
    Thesis
  5. 105

    Nonlinear self-confined plasmonic beams: experimental proof by Kuriakose, T, Renversez, G, Nazabal, V, Elsawy, MMR, Coulon, N, Němec, P, Chauvet, M

    Published 2020
    “…Controlling low power light beam self-confinement with ultrafast response time opens up opportunities for the development of signal processing in microdevices. …”
    Journal article
  6. 106
  7. 107
  8. 108

    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.

    Published 2024
    “…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. …”
    Get full text
    Article
  9. 109
  10. 110

    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

    Published 2018
    “…This paper investigates the behaviour of load-bearing precast wall system (namely the HC Precast System − HCPS) subject to seismicity in Malaysia. …”
    Get full text
    Get full text
    Journal Article
  11. 111

    Enhanced rice (Oryza sativa L.) plant growth and nutrient contents during the vegetative stage through zinc solubilizing bacterial bead inoculation by Irsyad Sulaimi Ramly, Nur Maizatul Idayu Othman, Aida Soraya Shamsuddin, Tan, Ali Kee Zuan, Nor Hafizah Zakaria, Fadzilah Adibah Abdul Majid, Nur’ Amira Hamid

    Published 2024
    “…The effects of two ZSB strains, Acinetobacter nosocomialis (SR R-10) and Acinetobacter seifertii (SR-12) were evaluated in the present study on the rice plant growth and nutrient contents using the bead inoculation method. A completely randomized design (CRD) was employed and four treatments were applied: 1) non-inoculated (control), 2) SR R-10 strain, 3) SR R-12 strain, and 4) mixed inoculation of SR R-10 and SR R-12 strains. …”
    Get full text
    Article
  12. 112

    Enhanced rice (Oryza sativa L.) plant growth and nutrient contents during the vegetative stage through zinc solubilizing bacterial bead inoculation by Ramly, Irsyad Sulaimi, Othman, Nur Maizatul Idayu, Shamsuddin, Aida Soraya, Zuan, Ali Tan Kee, Zakaria, Nor Hafizah, Abdul Majid, Fadzilah Adibah, Hamid, Nur’ Amira

    Published 2024
    “…The effects of two ZSB strains, Acinetobacter nosocomialis (SR R-10) and Acinetobacter seifertii (SR-12) were evaluated in the present study on the rice plant growth and nutrient contents using the bead inoculation method. A completely randomized design (CRD) was employed and four treatments were applied: 1) non-inoculated (control), 2) SR R-10 strain, 3) SR R-12 strain, and 4) mixed inoculation of SR R-10 and SR R-12 strains. …”
    Get full text
    Article
  13. 113

    An optimized Gaussian beam for multicell indoor optical wireless communications by Wu, Dehao, Ghassemlooy, Zabih, Zhong, Wende, Chen, Chen

    Published 2015
    “…In this letter, an optimized Gaussian beam (OGB) is proposed for a cellular indoor optical wireless communications (CI-OWC) system. …”
    Get full text
    Get full text
    Journal Article
  14. 114

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

    Published 2012
    “…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. …”
    Get full text
    Get full text
    Journal Article
  15. 115

    Finite element analysis of corrugated web beams under bending by Chan, C.L., Khalid, Y.A., Sahari, B.B., Hamouda, A.M.S.

    Published 2002
    “…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. …”
    Get full text
    Article
  16. 116

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

    Published 2024
    “…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. …”
    Get full text
    Final Year Project (FYP)
  17. 117
  18. 118
  19. 119
  20. 120