Outrigger and belt-truss system is one of the most common lateral load resisting systems in
tall and super tall buildings. The prevalence of this system is a result of its efficiency, which …

This article is the second part of the series of the comprehensive review which is related to
the outrigger and belt‐truss system design for tall buildings. In this part, by presenting and …

The method of incremental dynamic analysis (IDA) is one of the most accurate nonlinear
seismic analyses. IDA is a time-consuming method and has a high computational cost. Also …

The focus of this study is to investigate the seismic behavior of outrigger-braced building
considering the soil–structure interaction based on finding the best location of outrigger and …

The main goal of this paper is to investigate the effect of blast phenomenon on structures to
determine the best location of belt truss system in tall buildings. For this purpose, one of the …

In this paper, a high-strength steel framed-tube structure with replaceable shear links (HSS-
FTS-RSL) was proposed to improve the seismic performance and recoverability of steel …

In steel frame-tube structures (SFTSs) the application of flexural beam is not suitable for the
beam with span-to-depth ratio lower than five because the plastic hinges at beam-ends can …

Background: When a high-rise building is designed, the main aim is to limit transversal
displacements. In addition, when vertical bracings, made up of thin open sections, are …

In the present paper, a General Algorithm is applied to the analysis of high-rise structures.
This algorithm is to be used as a calculation tool in preliminary design; it allows to define the …

In this paper, a parametric approach for design of high‐rise structures subjected to flexural
vibration is proposed. The optimization problem is formed based on a preselected value for …