Results 91 to 100 of about 1,810 (221)

Model Strut and Tie dengan Software BESO2D pada Balok dengan a/d = 3,70 [PDF]

Balok beton bertulang merupakan komponen struktur utama yang berperan dalam meneruskan beban dari pelat lantai ke kolom dan selanjutnya ke fondasi. Kemampuan balok dalam menahan beban ditentukan oleh tulangan lentur yang berfungsi untuk menahan momen ...
Delenty, Natasya
core  

Sustainable and Seismically Resilient Confined Masonry: Global Progress in Research and Design Practice

Earthquake Spectra, Volume 42, Issue 4, November 2026.
Modern confined masonry (CM) construction consists of masonry walls confined by reinforced concrete (RC) tie‐columns and tie‐beams. When built correctly, CM buildings have shown good performance in earthquake's shaking. Even though CM construction has been practised for almost a century in some Latin American countries, its use and standardisation are ...
Ahsana Parammal Vatteri, Svetlana Brzev, Dina D’Ayala, Sergio M. Alcocer, Sebastian Kaminski, Vaibhav Singhal, Aidarbek Stamov, Anna Pavan, Daniel Quiun, Dexter Lo, Erwin Lim, Hemant B. Kaushik, Juan José Pérez‐Gavilán, Julian Thamboo, Mahdi Eghbali, Marcos M. Chávez, Qaisar Ali, Ramesh Guragain, Sofia Andrade, Tim Hart, Ulugbek Begaliev, Yunita Idris, Radu Vacareanu, Daniar Abdykalykov   +23 more
wiley   +1 more source

Neointimal Hyperplasia and Restenosis: Epidemiology, Pathophysiology, Animal Models, Clinical Features, Diagnosis, and Management

MedComm, Volume 7, Issue 11, November 2026.
The overall graphical diagram to summarize the pathological characteristics, pathogenesis, clinical manifestation, preclinical animal models, diagnostic methods, and intervention strategies for neointimal hyperplasia. Neointimal hyperplasia results from excessive proliferation and intimal migration of vascular smooth muscle cells (VSMCs) in the ...
Kaixu Wang, Daiyu Zhang, Yu Hu, Yixin Zhao, Xinling Wang, Long Jiang, Meixiu Jiang   +6 more
wiley   +1 more source

Effect of loading type in concrete deep beam with strut reinforcement

Open Engineering
This study examined eight specimens of two groups of deep beam (DB) with the same dimensions and reinforcement quantity, where the first group had four specimens tested under two-point loads and the second group had four specimens tested under one-point ...
Kadhim Hussein Kamal, Abdullah Mazin Diwan   +1 more
doaj   +1 more source

Flashy Neighbours: Psilocladus mantilleri Zeballos, Nunes, Silveira & Rosa, sp. nov., the First Termitariophile Firefly Larva (Coleoptera: Lampyridae)

Austral Entomology, Volume 65, Issue 4, November 2026.
ABSTRACT Fireflies are semelparous beetles whose immature stages are largely unknown. The comparatively few larvae known span diverse ecological niches, such as ground‐dwellers, aquatic (freshwater or marine), semi‐aquatic and arboreal. Psilocladus costae Vaz, Silveira & Rosa, 2020—a bromeliad dweller—is the only species of its genus and subfamily in ...
Leandro Zeballos, Viviane C. S. Nunes, Luiz Felipe Lima da Silveira, Cláudio Ruy Vasconcelos da Fonseca, Simone Policena Rosa   +4 more
wiley   +1 more source

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

Analysis of the structural behavior of beam-column joints in reinforced concrete frames considering bending towards the reduced side of the cross section [PDF]

Revista IBRACON de Estruturas e Materiais
The beam-column joints are called discontinuous regions and, therefore, could be designed by the strut and tie method. In beam-column joints where the bending plane coincides with the column's smaller dimension, the bending moments associated with the ...
Carolina Grossi de Paiva, Diôgo Silva de Oliveira, Camila Spagnol de Faria, João Vitor Fioresi Altoé, José Carlos Lopes Ribeiro   +4 more
doaj   +1 more source

Topology optimization of strut-and-tie models in reinforced concrete structures using an evolutionary procedure

, 2000
This paper presents a performance based evolutionary topology optimization method for automatically generating optimal strut-and-tie models in reinforced concrete structures with displacement constraints.
Xie, Yi Min, Steven, Grant P., Liang, Qing Quan   +2 more
core  

Perancangan Pile Cap Menggunakan Metode Strut and Tie Model

The design of the pile cap structure generally involves a conventional method that assumes that all areas are linear. The reality distribution strain in cross-section structure pile cap experiences non-linear strain.
Wijaya, Annisa, Sukarman
core   +1 more source

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