Results 11 to 20 of about 60,752 (298)

On the Columns Buckling Length of Unbraced Steel Frames with Semi-Rigid Joints [PDF]

Archives of Civil Engineering, 2021
The paper presents the issue of unbraced and semi-rigid steel frames stability with special attention paid to the determination problem of columns buckling length Lcr in these frames.
Przemysław Krystosik
doaj   +1 more source

Matrix formulation of dynamic design of structures with semi-rigid connections [PDF]

Facta Universitatis. Series: Architecture and Civil Engineering, 2011
The structures with semi-rigid connections comprise systems with the connections in joints which are not absolutely rigid, but allow, in general, some relative movements in directions of generalized displacements.
Zlatkov Dragan, Zdravković Slavko, Mladenović Biljana, Stojić Radoslav   +3 more
doaj   +1 more source

Numerical model for the non-linear dynamic analysis of multi-storey structures with semi-rigid joints with specific reference to the Algerian code [PDF]

, 2019
The current paper aims at investigating the dynamic response of rigid and semi-rigid connections of steel structures built in high seismic areas. A nonlinear dynamic analysis model, which is an extension to the simplified and direct mechanical model used
Al-Jabri, Bahaari, Beatriz, Chan, Chen, Chiorean, Chisala, Chopra, Chui, Da Silva, Degertekin, Diaz, EUROCODE 8. (EN 1998-2004), Hadianfard, Ihaddoudène, Javier, Kishi, Loureiro, Lui, Masoodi, Nader, Newmark, Nguyen, Nguyen, Ozel, Pirmoz, Pirmoz, Razavi, Richard, Rodrigues, RPA99 version 2003, Sekulovic, Sivakumaran, Sophianopoulos, Vimonsatit, Xu, Yousef-Agha, Yu, Zhu   +38 more
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Elements of a Timber Lamella Structure: Analysis and Systematization of Joints

Buildings, 2023
The subject of this paper is the elements of a timber lamella structure: the lamellae and their joints. The lamella structure is usually in a diamond pattern, so it relies on additional elements to achieve stability. The analysis of the elements precedes
Milica Petrović, Darko Pavićević, Isidora Ilić, Jefto Terzović, Nenad Šekularac   +4 more
doaj   +1 more source

Member Discrete Element Method for Static and Dynamic Responses Analysis of Steel Frames with Semi-Rigid Joints

Applied Sciences, 2017
In this paper, a simple and effective numerical approach is presented on the basis of the Member Discrete Element Method (MDEM) to investigate static and dynamic responses of steel frames with semi-rigid joints.
Jihong Ye, Lingling Xu
doaj   +1 more source

Analytical and experimental investi gati on of cold-formed steel beam-to-column bolte d gusset-plate joints

Journal of Civil Engineering and Management, 2015
Nowadays, cold-formed constructions are being used more frequently on construction sites because of the good strength-to-cost ratio. However, insufficient studies are published examining the properties of these constructions.
Žilvinas Bučmys, Alfonsas Daniūnas
doaj   +1 more source

Optimal Evaluation of the Rheological Parameters for STF Dampers in Semi-Rigid Joints of Steel Structures Using Response Surface Method

Advances in Civil Engineering, 2022
This work deals with the multiobjective optimization of rheolohical parameters on a novel designed flexible joints using shear thickening fluid dampers (STFD) on steel structures.
Ruby Freya, R. Senthil
doaj   +1 more source

The influence of joints and composite floor slabs on effective tying of steel structures in preventing progressive collapse [PDF]

, 2009
The event of the terrorist attack at 11th September 2001 in the USA has attracted increasing attention of researchers and engineers on progressive collapse of structures.
Hu, Izzuddin, Izzuddin, Jianqiao Ye, Kong, Liang, Liew, LS-DYNA, LS-DYNA, Min Yu, NCTC, Reiterman, Wang, Xiaoxiong Zha, Yu   +14 more
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Experimental investigation of glued laminated timber beam-to-beam connection / Klijuotosios medienos sijos elementų tarpusavio jungties eksperimentinis tyrimas

Engineering Structures and Technologies, 2013
Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembled on construction site and capable to handle bending moments, axial and shear forces.
Tomas Gečys, Alfonsas Daniūnas, Kęstutis Gurkšnys, Konstantin Rasiulis   +3 more
doaj   +1 more source

Modelling of timber joints in traditional structures [PDF]

, 2006
Original unstrengthened timber connections and the effects of different strengthening techniques have been evaluated experimentally with tests on full-scale birdsmouth joints.
Branco, J., Cruz, P., Piazza, M., Varum, H.   +3 more
core   +4 more sources