Publications by Nizar Bel Hadj Ali

A dynamic-relaxation formulation for analysis of cable structures with sliding-induced friction

Ian Smith, Nizar Bel Hadj Ali, Ann Christine Sychterz

In many cable structures, special types of joints are designed to allow cables to slide freely along the joints. Thus, a number of discrete cable elements are substituted by a single continuous cable that slides over multiple nodes. Continuous cables are e ...

Elsevier2017

Mechanism-Based Approach for the Deployment of a Tensegrity-Ring Module

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, René Motro, Costanza Schulin, Nizar Bel Hadj Ali

Tensegrity structures are spatial systems composed of tension and compression components in a self-equilibrated prestress stable state. Although the concept is over 60 years old, few tensegrity-based structures have been used for engineering purposes. Tens ...

2012

Measurement System Configuration for Damage Identification of Continuously Monitored Structures

Ian Smith, Nizar Bel Hadj Ali, Irwanda Laory, Ngoc Thanh Trinh

Measurement system configuration is an important task in structural health monitoring in that decisions influence the performance of monitoring systems. This task is generally performed using only engineering judgment and experience. Such approach may resu ...

American Society of Civil Engineers2012

Design Aspects of a Deployable Tensegrity-Hollow-rope Footbridge

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, René Motro, Nizar Bel Hadj Ali

Tensegrity structures are composed of cables and struts in a prestressed self-equilibrium. Although tensegrity first appeared in the 1950s, it is seldom used in civil engineering. This paper focuses on the design aspects of a deployable tensegrity-hollow-r ...

2012

Configuration of control system for damage tolerance of a tensegrity bridge

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

Tensegrity structures are spatial, discrete, and lightweight structures that are composed of struts in compression and pre-stressed cables. Stability is provided by the self-stress state between elements independently of external actions. Tensegrity struct ...

Elsevier2012

Analysis of clustered tensegrity structures using a modified dynamic relaxation algorithm

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, Nizar Bel Hadj Ali

Tensegrities are spatial, reticulated and lightweight structures that are increasingly investigated as structural solutions for active and deployable structures. Tensegrity systems are composed only of axially loaded elements and this provides opportunitie ...

Elsevier2011

Deployment of a Pentagonal Hollow-Rope Tensegrity Module

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, René Motro, Nizar Bel Hadj Ali

Tensegrity structures are spatial reticulated structures composed of cables and struts. Tensegrity systems are good candidates for adaptive and deployable structures and thus have applications in various engineering fields. A “hollow-rope” tensegrity syste ...

2011

Designing measurement systems for continuous monitoring of structures

Ian Smith, Nizar Bel Hadj Ali, Irwanda Laory, Ngoc Thanh Trinh

A good measurement system improves capability to identify the behavior of civil engineering structures. This paper presents a measurement-system design approach for continuous monitoring of structures. This approach performs two tasks: (1) determining the ...

2011

Measurement system design for damage detection using model-free data interpretation methods

Ian Smith, Nizar Bel Hadj Ali, Irwanda Laory, Ngoc Thanh Trinh

Designing a measurement system is usually performed using only engineering judgment and experience. Thus, it may result in either a large amount of redundant data or insufficient data leading to ambiguous results. This paper presents a systematic approach ...

2011

Determining Control Strategies for Damage Tolerance of an Active Tensegrity Structure

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

Tensegrity structures are spatial, reticulate and lightweight systems composed of struts and cables. Stability is provided by a self-stress state between tensioned and compressed elements. Tensegrities have received interest among scientists and engineers ...

Elsevier2011

Dynamic behavior and vibration control of a tensegrity structure

Ian Smith, Nizar Bel Hadj Ali

Tensegrities are lightweight space reticulated structures composed of cables and struts. Stability is provided by the self-stress state between tensioned and compressed elements. Tensegrity systems have in general low structural damping, leading to challen ...

Elsevier2010

Self-Repair of a Tensegrity Pedestrian Bridge through Grouped Actuation

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

University of Nottingham Press2010

Comparison of Two Active Control Strategies on a Tensegrity Structure

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

2010

Design optimization and dynamic analysis of a tensegrity-based footbridge

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, Nizar Bel Hadj Ali, Alberto Pascual Albi

Tensegrity structures are spatial structural systems composed of struts and cables with pin-jointed connections. Their stability is provided by the self-stress state in tensioned and compressed members. Although much progress has been made in advancing res ...

Elsevier2010

Configuration of Control System for an Adaptive Tensegrity Structure

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

2010

Designing tensegrity modules for pedestrian bridges

Ian Smith, Landolf-Giosef-Anastasios Rhode-Barbarigos, René Motro, Nizar Bel Hadj Ali

Tensegrity systems are spatial structures composed of tensile and compression components in a self-equilibrated state of prestress. The tensegrity concept has already been studied by researchers in various fields over the past decades. A family of tensegri ...

Elsevier2010

Nizar Bel Hadj Ali

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A dynamic-relaxation formulation for analysis of cable structures with sliding-induced friction

Mechanism-Based Approach for the Deployment of a Tensegrity-Ring Module

Measurement System Configuration for Damage Identification of Continuously Monitored Structures

Design Aspects of a Deployable Tensegrity-Hollow-rope Footbridge

Configuration of control system for damage tolerance of a tensegrity bridge

Analysis of clustered tensegrity structures using a modified dynamic relaxation algorithm

Deployment of a Pentagonal Hollow-Rope Tensegrity Module

Designing measurement systems for continuous monitoring of structures

Measurement system design for damage detection using model-free data interpretation methods

Determining Control Strategies for Damage Tolerance of an Active Tensegrity Structure

Dynamic behavior and vibration control of a tensegrity structure

Self-Repair of a Tensegrity Pedestrian Bridge through Grouped Actuation

Comparison of Two Active Control Strategies on a Tensegrity Structure

Design optimization and dynamic analysis of a tensegrity-based footbridge

Configuration of Control System for an Adaptive Tensegrity Structure

Designing tensegrity modules for pedestrian bridges

Dynamic analysis and vibration control of an active tensegrity structure

Tensegrity modules for pedestrian bridges

Dynamic analysis and vibration control of an active tensegrity structure

Comparing two design strategies for tensegrity structures