Publications related to Shear and moment diagram

Zero-Moment Point on a bipedal robot under bio-inspired walking control

Nicolas Benoît Dominique Van der Noot, Allan Barrea

Humanoid robots are currently still far from reaching the impressive human walking capabilities. Among the different methods used to design walking controllers, those based on the Zero-Moment Point (ZMP) criterion are among the most popular, even if they i ...

IEEE2014

Moment equations for the mixed formulation of the Hodge Laplacian with stochastic loading term

Fabio Nobile, Annalisa Buffa, Francesca Bonizzoni

We study the mixed formulation of the stochastic Hodge-Laplace problem dened on a

n

-dimensional domain

D (n ≥ 1)

, with random forcing term. In particular, we focus on the magnetostatic problem and on the Darcy problem in the three dimensional case. We ...

2014

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Aurelio Muttoni, Miguel Fernández Ruiz

The work and findings reported in the paper are interesting to the discussers and will advance the understanding of the shear-failure mechanism of reinforced concrete (RC) beams. Some details need further discussion and clarification. In many cases, shear ...

American Concrete Institute2013

Experimental and numerical study on structural behavior of a single timber textile module

Yves Weinand, Laurent Humbert, Markus Hudert, Meisam Sistaninia

The present work investigates an innovative class of timber structure with potential applications in roofing, facade and bridge construction, called Timberfabric. The development of Timberfabric structures originates from the approach of harnessing the str ...

Elsevier2013

Seismic behaviour of mixed RC-URM wall structures: comparison between numerical results and experimental evidence

Katrin Beyer, Alessandro Paparo

Although mixed reinforced concrete (RC) - unreinforced masonry (URM) wall structures are often used, experimental and numerical studies on their seismic behaviour are scarce. Previous studies pointed out that the obtained results from numerical simulations ...

2013

Influence of punching shear reinforcement on the flexural response of flat slabs

Aurelio Muttoni, Stefan Lips

Physical punching shear models such as the Critical Shear Crack Theory (CSCT), which is the basis of Model Code 2010 (MC 2010), describe generally the punching strength as a function of the slab deformation. Thus, the prediction of an accurate load-deforma ...

fib Symposium Tel-Aviv 20132013

Instability of Thin-Walled GFRP Webs in Cell-Core Sandwiches under Combined Bending and Shear Loads

Thomas Keller, Anastasios Vassilopoulos, Julia De Castro San Roman Fest, Behzad Dehghan Manshadi

An analytical investigation of the buckling/wrinkling behavior of GFRP webs in cell-core sandwiches subjected to combined in-plane shear and bending stresses is conducted. Web-core panels are modeled as long orthotropic plates stabilized by a relatively th ...

2012

Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

Aurelio Muttoni, Miguel Fernández Ruiz

The shear resistance of elements without stirrups has mainly been investigated by test setups involving simply supported beams of constant thickness subjected to one- or two-point loading, and most of the formulas included in codes have been adjusted using ...

ACI Structural Journal2012

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Fabio Nobile, Annalisa Buffa, Francesca Bonizzoni

We study the mixed formulation of the stochastic Hodge-Laplace problem defined on a n-dimensional domain D (

n \geq 1

), with random forcing term. In particular, we focus on the magnetostatic problem and on the Darcy problem in the three dimensional case. ...

MATHICSE2012

Structural Response of R-UHPFRC - RC Composite Members Subjected to Combined Bending and Shear

Talayeh Noshiravani

The addition of a thin overlay of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC) to Reinforced Concrete (RC) members is an emerging technique to strengthen and protect existing structures and to design durable new structures. Combining UHPFRC wi ...

EPFL2012

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Zero-Moment Point on a bipedal robot under bio-inspired walking control

Moment equations for the mixed formulation of the Hodge Laplacian with stochastic loading term

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Experimental and numerical study on structural behavior of a single timber textile module

Seismic behaviour of mixed RC-URM wall structures: comparison between numerical results and experimental evidence

Influence of punching shear reinforcement on the flexural response of flat slabs

Instability of Thin-Walled GFRP Webs in Cell-Core Sandwiches under Combined Bending and Shear Loads

Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Structural Response of R-UHPFRC - RC Composite Members Subjected to Combined Bending and Shear

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Effect of Load Distribution and Variable Depth on Shear Resistance of Slender Beams without Stirrups

Experimental and numerical study on structural behavior of a single timber textile module

Zero-Moment Point on a bipedal robot under bio-inspired walking control

Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

Instability of Thin-Walled GFRP Webs in Cell-Core Sandwiches under Combined Bending and Shear Loads

Influence of punching shear reinforcement on the flexural response of flat slabs

Moment equations for the mixed formulation of the Hodge Laplacian with stochastic loading term

Seismic behaviour of mixed RC-URM wall structures: comparison between numerical results and experimental evidence

Structural Response of R-UHPFRC - RC Composite Members Subjected to Combined Bending and Shear