Results 31 to 40 of about 687 (112)

FE Investigation of Perforated Sections with Standard and Non-Standard Web Opening Configurations and Sizes [PDF]

open access: yes, 2009
The objective of this work is to investigate and compare, through an analytical study, the behaviour of perforated steel beams with different shape configurations and sizes of web openings.
D'Mello, C., Tsavdaridis, K. D.
core  

Robustness assessment of reinforced concrete structures for different failure scenarios

open access: yesStructural Concrete, Volume 27, Issue 1, Page 279-313, February 2026.
Abstract This study describes the robustness assessment of 3D reinforced concrete structures analyzing the response of the 2D frames in different design configurations and failure scenarios. The structures are characterized by both frames with wide beams and seismic‐resistant frames with deep beams.
E. Miceli   +2 more
wiley   +1 more source

Span-dependent comparative analysis of lateral torsional buckling and nonlinear load behaviour in castellated and solid I-beams using analytical and finite element approaches

open access: yesMaterials Research Express
Castellated beams (CB), widely employed in modern construction, offer an improved strength-to-weight ratio and enhanced structural efficiency due to their increased depth and moment of inertia.
Kiran Bhat P   +2 more
doaj   +1 more source

Dynamic Response and Shear Carrying Capacity of Web‐Opening High‐Strength Steel Beams Under Impact Loads

open access: yesShock and Vibration, Volume 2025, Issue 1, 2025.
To investigate the dynamic response of web‐hexagonal‐opening high‐strength steel beams (WHOSSBs) under impact loads, drop‐hammer impact tests were conducted on 18 WHOSSBs. A numerical model was established and compared with the impact test results to verify the validity of the model.
Liangfeng Li   +5 more
wiley   +1 more source

Experimental Study of Ultra Shallow Floor Beams (USFB) with Perforated Steel Sections [PDF]

open access: yes, 2009
: In modern building construction design, floor spans are becoming longer. Hence, steel framed structures have become more competitive when compared with traditional reinforced concrete framed buildings. In order to minimise the structural section of the
D'Mello, C.   +2 more
core  

Robustness improvements for 2D reinforced concrete moment resisting frames: Parametric study by means of NLFE analyses

open access: yesStructural Concrete, Volume 25, Issue 1, Page 9-31, February 2024.
Abstract This study develops a 2D computational parametric analysis of ordinary reinforced concrete (RC) frames, located in seismic zone, with the aim to evaluate some design suggestions with respect to their effectiveness in increasing the structural robustness.
Elena Miceli, Paolo Castaldo
wiley   +1 more source

Seismic and Robustness Design of Steel Frame Buildings [PDF]

open access: yes, 2018
In this paper, a design procedure that combines both progressive collapse design under column removal scenario and capacity design to produce a hierarchy of design strengths is presented.
Donciglio, Marianna   +4 more
core   +1 more source

Autonomous aerial robotics for package delivery: A technical review

open access: yesJournal of Field Robotics, Volume 41, Issue 1, Page 3-49, January 2024.
Abstract Small unmanned aerial vehicles (UAVs) have gained significant interest in the last decade. More specifically these vehicles have the capacity to impact package delivery logistics in a disruptive way. This paper reviews research problems and state‐of‐the‐art solutions that facilitate package delivery.
Jack Saunders, Sajad Saeedi, Wenbin Li
wiley   +1 more source

Studi Perilaku Web Post Buckling Dan Vierendeel Mechanism Pada Castellated Beams [PDF]

open access: yes, 2015
The world needs construction material will castellated Beams profile steel is increasing in line with the human need to get a strong structure, rapid implementation time while still promoting the aesthetic value of the structure.
Sugihardjo, H. (Hidajat)   +2 more
core  

Assessment of beam-column connections using perforated beams with multiple closely spaced web openings [PDF]

open access: yes, 2015
Recently researchers concentrate on alternative fuse designs promoting the concept of performance-based design while reducing the beam section in different ways including that of creating a hole in its web (RWS connections).
Papadopoulos, T, Tsavdaridis, KD
core  

Home - About - Disclaimer - Privacy