Results 61 to 70 of about 950 (215)
, 2021 Previous studies on the connection between concrete-filled steel tube (CFST) columns and reinforced concrete (RC) beams have shown a loss of joint confinement because the steel tube was completely or partially cut in the joint area.
Budiono, Bambang +3 more
core +1 more source
Behaviour and design of prefabricated CFST stub columns with PCC connections under compression
, 2021 This paper investigates the compressive behaviour of prefabricated concrete-filled steel tube (CFST) column with prefabricated column–column (PCC) connections.
Sheikh, M. Neaz +2 more
core +2 more sources
Stub Column Tests on Concrete‐Filled Wire Arc Additively Manufactured Steel Tubes
ce/papers, Volume 8, Issue 6, Page 99-104, December 2025.Abstract Wire arc additive manufacturing (WAAM) is a robotic metal 3D printing technique that enables the efficient and cost‐effective production of large‐scale structural components with complex geometries. The undulating surface geometry inherent to the WAAM process can be leveraged to enhance the bond strength at the interface between the steel and ...
Wenxuan Hong +4 more
wiley +1 more source
Performance of circular CFST column to steel beam frames under lateral cyclic loading
, 2011 This paper presents the study on the behavior of composite frames with circular concrete filled steel tubular (CFST) columns to steel beam. Six composite frames were tested under a constant axial load on the CFST columns and a lateral cyclic load on the ...
Wang, Wen-Da +5 more
core +1 more source
Buildings, 2022 Since laboratory tests are usually costly, simulating methods using computers are always under the spotlight. This study performed a finite element analysis (FEA) using iterative solutions for simulating circular and square concrete-filled steel tube ...
Payam Sarir +4 more
doaj +1 more source
Studying the Buckling Behavior of Composite Columns CFST) by Cyclic Loading
, 2019 One of the most sensitive decisions a structural designer should consider is choosing the type of consumables in the structure. This decision is in many cases dependent on the type of structure, financial issues also the experience and skill of the designer. The main aim pursued in the design is to obtain highly secure, economical structures.
Seyed Ali Mousavi Davoudi +1 more
openaire +1 more source
Performance of a Multi-Storey Complex Building with CFST Columns.
International Journal of Innovative Technology and Exploring Engineering, 2020 Due to rapid on-going horizontal development and restricted vertical development of buildings has resulted in congestion of cities and shrinkage of agricultural land, particularly in high seismic zones. For vertical development, there is a need for the construction of buildings as high as possible.
Mohmmad junaid wani* +2 more
openaire +1 more source
Experimental Seismic Response Assessment of Tall Buildings With Large Mass Damping
Earthquake Engineering &Structural Dynamics, Volume 54, Issue 15, Page 3707-3725, December 2025.ABSTRACT This paper describes an experimental investigation into the seismic performance of a novel integrated damping system. The proposed damping concept mobilises a portion of the building's own mass to generate damping from its differential motion relative to the lateral load‐resisting system.
Miguel Martinez‐Paneda +3 more
wiley +1 more source
Effect of Geometric Parameters on the Behavior of Concrete-Filled Steel Tubular Frames
Tikrit Journal of Engineering SciencesConcrete-filled steel tubular (CFST) technology offers numerous structural benefits, including outstanding strength, fire resistance, and a considerable capacity for energy absorption.
Ali K. Al-Asadi
doaj +1 more source
Energy Science &Engineering, Volume 13, Issue 8, Page 3824-3839, August 2025.ABSTRACT Aiming at the roof control challenges of gob‐side entry retaining in fully mechanized top‐coal caving faces, traditional concrete‐filled steel tube (CFST) support technology exhibits limitations such as slow strength development and complex construction equipment.
Xiaojun Li +3 more
wiley +1 more source