Results 81 to 90 of about 479 (196)

Utilizing the Strut-and-Tie Model for the Design and Analysis of Deep Beams

Modelling in Civil Environmental Engineering
Reinforced concrete deep beams, distinguished by a low shear span-to-depth ratio, exhibit complex, nonlinear strain distributions that render conventional beam theory inadequate.
Platon Mihai
doaj   +1 more source

Dispersal and in Situ Speciation as Contributors to Plant Diversity in the Chocó Region: Insights From Inga Mill. (Leguminosae)

Journal of Biogeography, Volume 53, Issue 7, July 2026.
ABSTRACT Aim To investigate the historical processes underlying the assembly of the flora of the Chocó region, with a focus on the relative contributions of dispersal and in situ speciation. Using Inga (Leguminosae) as a model lineage, we evaluate the origin and diversification of species present in the Chocó.
Kelly T. Bocanegra‐González, Kyle G. Dexter, Catherine Kidner, Jens J. Ringelberg, Rosalía Piñeiro, Audrey Farbos, Yani Aranguren‐Díaz, Rowan J. Schley, James A. Nicholls, R. Toby Pennington   +9 more
wiley   +1 more source

Variation in trabecular bone microarchitecture across rhesus macaque (Macaca mulatta) load‐bearing joints

Journal of Anatomy, Volume 249, Issue 1, Page 97-113, July 2026.
Aging of bone density (BV/TV) is regional: Forelimb [left] elements gain bone sporadically (orange) but hind limb elements [right] lose bone globally (blue). Abstract Globally, human population structure is quickly trending older, increasing the prevalence and systemic burden of age‐related skeletal disorders such as osteoporosis.
Cassandra M. Turcotte, Aditi Raghunath, Timothy M. Ryan, Lily J. D. DeMars, Erin Siracusa, Sam K. Patterson, Cayo Biobank Research Unit, Michael L. Platt, Lauren J. N. Brent, Noah Snyder‐Mackler, Samuel E. Bauman, Michael J. Montague, Melween I. Martinez, Scott A. Williams, Susan C. Antón, James P. Higham, Sharon Kuo   +16 more
wiley   +1 more source

Strut-and-Tie Models of Masonry Shear Walls

, 2018
This paper contains theoretical fundamentals of strut and tie models, used in unreinforced horizontal shear walls. Depending on support conditions and wall loading, we can distinguish models with discrete bars when point load is applied to the wall (type I model) or with continuous bars (type II model) when load is uniformly distributed at the wall ...
openaire   +2 more sources

Strut Method for the Analysis of Confined Masonry Structure with Opening

Electronic Journal of Structural Engineering
Confined masonry construction (CM) is an efficient earthquake-resistant structural system that consist of masonry walls as the main structure and RC tie column and beam as confining elements.
Ida Ayu Made Budiwati, Made Sukrawa, Ida Bagus Prastha Bhisama   +2 more
doaj  

Development of strut and tie models for simply supported deep beams using topology optimization [PDF]

Songklanakarin Journal of Science and Technology (SJST), 2008
Generally, structural members can be broadly divided into two regions, namely B, or Bernoulli regions, where the strain distributions are linear and D, or Disturbed regions, where the strain distributions are nonlinear While well defined theories are ...
Praveen Nagarajan, T.M. Madhavan Pillai
doaj  

Strut and tie model optimization for reinforced concrete deep beam using genetic algorithm

Journal of Civil Engineering
This paper presents strut and tie model structural optimization of reinforced concrete deep beam using genetic algorithm. Genetic algorithm is used as the optimization platform as it does not require differentiation of the exact mathematical formulation
Bambang Piscesa, Tavio Tavio
doaj   +1 more source

Modified Strut-and-Tie Model for RC Deep Beams Considering Size Effect and Longitudinal Reinforcement

Buildings
Accurate prediction of the shear capacity of reinforced concrete (RC) deep beams remains challenging due to the complex interaction of multiple load transfer mechanisms and the pronounced size effect in quasi-brittle materials.
Ziwen Wu, Haiyu Li, Kelun Wei, Wei Xie
doaj   +1 more source

Experimental Study of Shear Performance of High-Strength Concrete Deep Beams with Longitudinal Reinforcement with Anchor Plate. [PDF]

Materials (Basel), 2023
Li SS, Jin TC, Zheng LA, Zhang GY, Li HM, Chen AJ, Xie W.   +6 more
europepmc   +1 more source

Analysis of Shear Model for Steel-Fiber-Reinforced High-Strength Concrete Corbels with Welded-Anchorage Longitudinal Reinforcement. [PDF]

Materials (Basel), 2023
Li SS, Peng D, Wang H, Zhang FJ, Li HM, Xie YJ, Chen AJ, Xie W.   +7 more
europepmc   +1 more source