A comprehensive introduction to outrigger and belt-truss system in skyscrapers

W Alhaddad, Y Halabi, H Xu, HG Lei - Structures, 2020 - Elsevier
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 …

Modified tuned liquid dampers for seismic protection of buildings considering soil–structure interaction effects

R Kamgar, F Gholami, HR Zarif Sanayei… - Iranian Journal of …, 2020 - Springer
Considering the effect of soil–structure interaction in dynamic analysis of structures can
change their responses. It is generally assumed that the structure is located on a rigid …

Seismic performance of outrigger–belt truss system considering soil–structure interaction

R Tavakoli, R Kamgar, R Rahgozar - International Journal of Advanced …, 2019 - Springer
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 …

[PDF][PDF] The best location of belt truss system in tall buildings using multiple criteria subjected to blast loading

R Tavakoli, R Kamgar, R Rahgozar - Civil Engineering Journal, 2018 - academia.edu
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 …

Optimum location for the belt truss system for minimum roof displacement of steel buildings subjected to critical excitation

R Kamgar, P Rahgozar - Steel and Composite Structures, An …, 2020 - dbpia.co.kr
Currently, there are many lateral resisting systems utilized in resisting lateral loads being
produced in an earthquake. Such systems can significantly reduce the roof's displacement …

Finite element analysis for the seismic performance of steel frame-tube structures with replaceable shear links

M Lian - Steel and Composite Structures, An International …, 2019 - dbpia.co.kr
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 …

Performance-based seismic design methodology for tall buildings with outrigger and ladder systems

CPD Amoussou, H Lei, Y Halabi, W Alhaddad - Structures, 2021 - Elsevier
The plethora of efforts needed for conducting the Performance-Based Seismic Design
(PBSD) to investigate the tall buildings' performance requires sustainability in developing …

Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency

A Alavi, P Rahgozar, R Rahgozar - The Structural Design of Tall …, 2018 - Wiley Online Library
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 …

Numerical study of the seismic behavior of steel frame-tube structures with bolted web-connected replaceable shear links

M Lian, Q Cheng, H Zhang, M Su - Steel and Composite Structures, An …, 2020 - dbpia.co.kr
Beams of steel frame-tube structures (SFTSs) typically have span-to-depth ratios of less than
five. This makes a flexural beam unsuitable for such an application because the plastic …

Analysis of construction parameters of outriggers in the mega column-core tube-outrigger structure based on seismic reliability

T Wang, S Yang, X Wang - Structures, 2022 - Elsevier
The design of outriggers is one of the hot issues in mega column-core tube-outrigger
structures (MCCTOS). Therefore, the analysis of the parameters of the outriggers is of great …