This review article provides an overview of the problems pertaining to structural dynamics
with bolted joints. These problems are complex in nature because every joint involves …

The responses of multistory flexibly connected frames subjected to earthquake excitations
are studied using a computer model. The model incorporates connection flexibility as well as …

Este trabalho tem como objetivo o desenvolvimento de uma ferramenta computacional para
análise avançada estática e dinâmica de estruturas metálicas reticuladas baseada no …

In this paper, an adaptable and architecturally flexible lateral stiffening system for tall timber
buildings between 50 and 147 m is developed and investigated. The system is based on a …

This paper presents a simple effective numerical procedure based on the beam–column
method for nonlinear elastic dynamic analysis of three-dimensional semi-rigid steel frames …

The behavior of semirigid partial-strength connections has been investigated through either
experimental component testing or detailed three-dimensional (3D) finite-element (FE) …

The dynamic response of semi-rigid timber frames subjected to wind loads is investigated
numerically in this paper. The dynamic response of more than one million unique frames …

Steel frames are used in many commercial high-rise buildings, as well as industrial
structures, such as ore mines and oilrigs. Enabling construction of ever lighter and safer …

This paper presents a simple, effective numerical procedure based on the beam–column
method by using the based-displacement finite element method for nonlinear inelastic time …

The response of steel frame structures is highly influenced by the degree of rotational
stiffness of the connections between beams and columns, which are characterized by …