نتایج جستجو برای: truss beam

تعداد نتایج: 115406  

2017
Maryam Tabatabaei Satya N. Atluri

In this paper we present a novel computational approach to predict the overall hyperelastic mechanical properties of ultralight cuboct cellular lattices made of brittle carbon fiber-reinforced polymer composites, such as the ones recently fabricated at the MIT Media Lab-Center for Bits and Atoms. These architected cellular composites, by combining both the specific features of composite materia...

Journal: :international journal of civil engineering 0
e. wahyuni civil engineering department, campus its sukolilo, surabaya 60111, east java, indonesia y. tethool civil engineering department, campus its sukolilo, surabaya 60111, east java, indonesia

the purpose of this study is to determine the effect of vierendeel panel width and vertical truss spacing ratio in an inelastic behavior of the stf system due to earthquake loads. the stf system is applied to a six-storey building that serves as apartments [2]. the stf system is used in the building in the transverse direction (n-s direction), while in the longitudinal direction (w-e direction)...

R. Sojoudizadeh, S. Gholizadeh,

This paper proposes a modified sine cosine algorithm (MSCA) for discrete sizing optimization of truss structures. The original sine cosine algorithm (SCA) is a population-based metaheuristic that fluctuates the search agents about the best solution based on sine and cosine functions. The efficiency of the original SCA in solving standard optimization problems of well-known mathematical function...

Journal: :Buildings 2022

In the last two decades, high-rise timber buildings have been built using glulam truss system, even with limited openings. Moment-resisting frames (MRTF) semi-rigid beam-to-column connections can be an architecture-friendly way to provide a load-carrying system vertical and horizontal loads for buildings. these structures, of adequate ductility are crucial ensure robustness energy dissipation. ...

Journal: :نشریه دانشکده فنی 0
مسعود ریاضی محمدرضا اصفهانی

in this research, using the modified compression field theory (mcft), a new truss based model is proposed to predict the behavior of reinforced concrete coupling beams with diagonal reinforcement. the model is able to consider the effects of shear and axial forces and bending moment, simultaneously. the proposed model includes a nonlinear shear spring, an axial spring, two inclined truss member...

Journal: :The International Journal of Advanced Manufacturing Technology 2022

Abstract The advent of additive manufacturing technologies significantly encouraged the development and usage lattice structures. This paper aims to experimentally investigate influence dimension, building position, orientation on mechanical properties Ti6Al4V trusses, manufactured by electron beam melting process, be used in cells. Specimens were considering following parameters: truss diamete...

2004
L. Gaul H. Albrecht J. Wirnitzer

The present approach for vibration suppression of flexible structures is based on friction damping in semi-active joints. At optimal locations conventional rigid connections of a large truss structure are replaced by semi-active friction joints. Two different concepts for the control of the normal forces in the friction interfaces are implemented. In the first approach each semi-active joint ha...

1997
Etienne Balmès

The paper analyses problems linked to the prediction of the frequency response of a truss composed of tubes filled with a sand assumed to have frequency dependent properties. The full order model being too large for its solution to be affordable, it is proposed to use superelements parametrized in terms of tube length and frequency dependent complex modulus of the sand. Problems addressed in th...

2010
Miguel Carrasco Benjamin Ivorra Rodrigo Lecaros Angel Manuel Ramos

Abstract In this paper we focus on the adaptation to topology optimization of a previous variance-expected compliance applied to truss design. The principal objective of such a model is to find robust structures for a given main load and its perturbations. In particular we are interested in avoiding high compliance values in cases of important perturbations. In the first part, we recall the var...

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