Geometric planning for masonry wall construction with natural stones using discrete convolution

Q. Wang; K. R. dos Santos; K. Beyer 

Disk harmonics for analysing curved and flat self-affine rough surfaces and the topological reconstruction of open surfaces

M. Shaqfa; G. P. Choi; G. Anciaux; K. Beyer 

Topological data analysis-based damage indices for plastered stone masonry walls under cyclic loading

K. R. dos Santos; A. Rezaie; K. Beyer 

Influence of the Horizontal-to-Vertical Compressive Strength of Hollow Clay Bricks on the In-Plane Drift Capacity of Unreinforced Masonry Walls

E. A. Inzunza Araya; S. Saloustros; K. Beyer 

Partial annotations in active learning for semantic segmentation

B. G. Pantoja-Rosero; A. Chassignet; A. Rezaie; M. Kozinski; R. Achanta et al. 

Collapse fragility analysis of historical masonry buildings considering in-plane and out-of-plane response of masonry walls.

D. Caicedo; I. Tomić; S. Karimzadeh; V. Bernardo; K. Beyer et al. 

Using image-based inspection data to improve response predictions of earthquake-damaged unreinforced masonry buildings

M. Haindl; I. F. Smith; K. Beyer 

Foreword to the special issue “Adjacent Interacting Masonry Structures”

K. Beyer; C. Butenweg; A. Penna; M. Dejong 

On the conjugate symmetry and sparsity of the harmonic decomposition of parametric surfaces with the randomised Kaczmarz method

M. Shaqfa; K. R. dos Santos; K. Beyer 

Automatic Removal of Non-Architectural Elements in 3D Models of Historic Buildings with Language Embedded Radiance Fields

A. M. Rusnak; B. G. Pantoja Rosero; F. Kaplan; K. Beyer 

Structural Analysis of the Sympathetic Restoration and Conservation of the Gopinath Temple, Kathmandu, Nepal

A. Arce; A. Jiménez Rios; I. Tomic; D. Biggs 

An image convolution-based method for the irregular stone packing problem in masonry wall construction

Q. Wang; B. G. Pantoja Rosero; K. R. Maximiano Dos Santos; K. Beyer 

Applying a 2D Variational Rigid Block Modeling Method to Rubble Stone Masonry Walls Considering Uncertainty in Material Properties

Q. Wang; M. Haindl; K. R. dos Santos; K. Beyer 

A database of shake-table tests conducted on unreinforced masonry buildings

M. Haindl; I. F. Smith; K. Beyer 

Experimental and numerical evaluation of a U-shaped thin lightly reinforced concrete wall tested under cyclic loading

C. A. Blandón; C. Arteta; R. Bonett; J. Carrillo; K. Beyer et al. 

Uncertainty quantification for a deep learning models for image-based crack segmentation

K. R. dos Santos; A. G. Chassignet; B. G. Pantoja-Rosero; A. Rezaie; O. J. Savary et al. 

Photogrammetry-aided numerical seismic assessment of historical structures composed of adobe, stone and brick masonry. Application to the San Juan Bautista Church built on the Inca temple of Huaytará, Peru

E. Cuadros-Rojas; S. Saloustros; N. Tarque; L. Pelà 

Masonry walls from reclaimed concrete demolition waste

J. Oreb; H. Curić; I. Tomic; K. Beyer 

Investigation of the bed joint reinforcement effect on the drift capacity of modern unreinforced masonry walls

E. A. Inzunza Araya; S. Saloustros; K. Beyer 

Automated construction of multi-leaf walls with natural stones

Q. Wang; K. R. M. dos Santos; K. Beyer 

Structural Concrete Rubble Arrangements – A Framework for Upcycling Demolition Waste into Slender Masonry Walls for Buildings

M. Grangeot; Q. Wang; K. Beyer; C. Fivet; S. Parascho 

Influence of the horizontal-to-vertical compressive strength of hollow clay bricks on the in-plane drift capacity of unreinforced masonry walls

E. Araya; S. Saloustros; K. Beyer 

Rising from rubble – Leveraging existing construction tools for upcycling concrete waste into slender walls

M. Grangeot; Q. Wang; K. Beyer; C. Fivet; S. Parascho 

Reducing uncertainties in response predictions of earthquake-damaged masonry buildings using data from image-based inspection

M. Haindl Carvallo; B. G. Pantoja Rosero; K. Beyer; I. F. C. Smith 

Micro modeling of irregular stone masonry walls using mathematical programming

Q. Wang; K. R. Maximiano Dos Santos; K. Beyer 

Experimental Investigation on Size-Effect of Rubble Stone Masonry Walls Under In-Plane Horizontal Loading: Overview and Preliminary Results

S. Saloustros; K. Beyer 

Seismic Testing of Adjacent Interacting Masonry Structures – Analysis of a Blind Prediction

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. A. Correia et al. 

Digital Twins of Stone Masonry Buildings for Damage Assessment

B. G. Pantoja Rosero; R. Achanta; K. Beyer 

Numerical Modeling of FRP-Strengthened Masonry Structures Using Equivalent Frame Models

I. Bozulic; F. Vanin; K. Beyer 

Shake table testing of a half-scale stone masonry building aggregate

I. Tomic; A. Penna; M. Dejong; C. Butenweg; A. A. Correia et al. 

Experimental investigation of the behaviour of injection anchors in rubble stone masonry

M. P. Ciocci; S. van Nimwegen; A. Askari; F. Vanin; P. B. Lourenco et al. 

Shake-table test on a historical masonry aggregate: prediction and postdiction using an equivalent-frame model

I. Tomic; K. Beyer 

Automated image-based generation of finite element models for masonry buildings

B. G. Pantoja-Rosero; R. Achanta; K. Beyer 

Damage-augmented digital twins towards the automated inspection of buildings

B. G. Pantoja-Rosero; R. Achanta; K. Beyer 

Shake-table testing of a stone masonry building aggregate: overview of blind prediction study

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. A. Correia et al. 

Correlation between sonic pulse velocity and flat-jack tests for the estimation of the elastic properties of unreinforced brick masonry: Case studies from Croatia

J. Ortega; M. Stepinac; L. Lulić; M. N. García; S. Saloustros et al. 

Experimental testing and structural analysis of composite tile – reinforced concrete domes

D. López López; E. Bernat-Maso; S. Saloustros; L. Gil; P. Roca 

Geometrical digital twins of the as-built microstructure of three-leaf stone masonry walls with laser scanning

S. Saloustros; A. Settimi; A. C. Ascencio; J. Gamerro; Y. Weinand et al. 

Seismic Testing of Adjacent Interacting Masonry Structures

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. Correia et al. 

Towards real-time digital twins for post-earthquake damage assessment of masonry buildings

B. G. Pantoja Rosero; R. Achanta; K. Beyer 

Lessons learned from a prediction and postdiction of a shake table test on an unreinforced masonry aggregate

I. Tomic; K. Beyer 

Equivalent Frame Models for FRP-Strengthened Masonry Buildings

UNCERTAINTY QUANTIFICATION IN THE CONSTITUTIVE BEHAVIOR OF HDRBs

J. A. Gallardo; J. C. de la Llera; K. Beyer 

Seismic Retrofit of Existing Structures Based on Digital Surveying, Non-Destructive Testing and Nonlinear Structural Analysis: The Case of Gjirokastra Castle in Albania

M. Núñez García; S. Saloustros; F. Mateos Redondo; J. A. Alonso Campanero; J. Ortega et al. 

A virtual microstructure generator for 3D stone masonry walls

M. Shaqfa; K. Beyer 

Image-based geometric digital twinning for stone masonry elements

B. Pantoja-Rosero; S. Saloustros; R. Achanta; K. Beyer 

Generating LOD3 building models from structure-from-motion and semantic segmentation

B. G. Pantoja-Rosero; R. Achanta; M. Kozinski; P. Fua; F. Perez-Cruz et al. 

TOPO-Loss for continuity-preserving crack detection using deep learning

B. G. Pantoja-Rosero; D. Oner; M. Kozinski; R. Achanta; P. Fua et al. 

Could building replacements significantly contribute to seismic vulnerability mitigation at urban scale? Case studies of two typical swiss cities

P. Lestuzzi 

Historical Development and Seismic Performance of Unreinforced Masonry Buildings with Vertical Extensions in the City Centre of Barcelona

F. Marafini; S. Dimovska; S. Saloustros; C. Cornado; P. Roca 

Determining crack kinematics from imaged crack patterns

B. G. Pantoja-Rosero; K. R. M. dos Santos; R. Achanta; A. Rezaie; K. Beyer 

A Probabilistic Physics-Based Seismic Hazard Model for the Alborz Region, Iran

M. Rafiei; A. Khodaverdian; M. Rahimian 

Latest findings on the behaviour factor q for the seismic design of URM buildings

P. Morandi; C. Butenweg; K. Breis; K. Beyer; G. Magenes 

Modelling of in-plane seismic behaviour of one-way steel or timber jack arch floors in existing buildings

S. Dimovska; S. Saloustros; L. Pelà; P. Roca 

A smart sensor-data-driven optimization framework for improving the safety of excavation operations

A. Costa; Z-Z. Wang; S. H. Goh; I. F. C. Smith 

A simplified modeling method for multi-particle damper: Validation and application in energy dissipation analysis

Q. Wang; D. Dan 

Stiffness and Strength Estimation of Damaged Unreinforced Masonry Walls Using Crack Pattern

K. M. Dolatshahi; K. Beyer 

Wind data extrapolation and stochastic field statistics estimation via compressive sampling and low rank matrix recovery methods

G. D. Pasparakis; K. R. M. dos Santos; I. A. Kougioumtzoglou; M. Beer 

Instability of Thin Concrete Walls with a Single Layer of Reinforcement under Cyclic Loading: Numerical Simulation and Improved Equivalent Boundary Element Model for Assessment

A. Rosso; L. A. Jimenez-Roa; J. P. De Almeida; K. Beyer 

Experimental setup and numerical evaluation of the compression test on thin tiles for masonry timbrel vaults

A. Cabane; S. Saloustros; L. Pela; P. Roca 

The impact of uncertainties on post-earthquake response predictions of a building with unreinforced masonry walls

M. Haindl Carvallo; K. Beyer; I. F. C. Smith 

Seismic testing of adjacent interacting masonry structures – A pre-diction and a post-diction using equivalent frame approach

I. Tomic; K. Beyer 

Experimental investigation of the in-plane seismic response ofrubble stone masonry walls

S. Saloustros; K. Beyer 

Digital twins for post-earthquake damage assessment of free-standing buildings including damage information

B. G. Pantoja Rosero; R. Achanta; A. Rezaie; K. Beyer 

Deep Q-learning agent for building earthquake resisting wall

Q. Wang; K. R. Maximiano Dos Santos; K. Beyer 

Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition

I. Tomic; K. Beyer 

Numerical simulations of retrofitting interventions on timber floors in unreinforced masonry

I. Tomic; I. Bozulic; K. Beyer 

Seismic vulnerability index method for hybrid timber-masonry structures. Numerical calibration and application to the city of Valparaiso, Chile

B. Jimenez; S. Saloustros; L. Pela 

Single-projection reconstruction technique for positioning monodisperse spheres in 3D with a divergent x-ray beam

E. Ando; B. Marks; S. Roux 

Spherical cap harmonic analysis (SCHA) for characterising the morphology of rough surface patches

M. Shaqfa; G. P. Choi; K. Beyer; M. Shaqfa; K. Beyer 

Benchmarking the seismic assessment of unreinforced masonry buildings from a blind prediction test

F. Parisse; S. Cattari; R. Marques; P. B. Lourenco; G. Magenes et al. 

Pareto-like sequential sampling heuristic for global optimisation

M. Shaqfa; K. Beyer 

Numerical Simulation of Unreinforced Masonry Buildings with Timber Diaphragms

I. Tomic; F. Vanin; I. Bozulic; K. Beyer 

RC U-shaped walls subjected to in-plane, diagonal, and torsional loading: New experimental findings

R. Hoult; K. Beyer 

The ratio of shear to elastic modulus of in-plane loaded masonry (vol 53, 40, 2020)

B. V. Wilding; M. Godio; K. Beyer 

Uncertainties in the Seismic Assessment of Historical Masonry Buildings

I. Tomic; F. Vanin; K. Beyer 

Investigating the cracking of plastered stone masonry walls under shear–compression loading

A. Rezaie; M. Godio; K. Beyer 

Blind predictions of shake table testing of aggregate masonry buildings

I. Tomić; A. Penna; M. DeJong; C. Butenweg; I. Senaldi et al. 

Seismic testing of adjacent interacting masonry structures

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. Correia et al. 

Shake table test of a masonry building retrofitted with shotcrete

A. Ghezelbash; K. Beyer; K. M. Dolatshahi; M. Yekrangnia 

Seismic performance of slender RC U-shaped walls with a single-layer of reinforcement

R. Hoult; A. Appelle; J. Almeida; K. Beyer 

Decay of Torsional Stiffness in RC U-Shaped Walls

R. Hoult; K. Beyer 

Shake Table Blind Prediction Tests: Contributions for Improved Fiber-based Frame Modelling

R. Sousa; J. P. Almeida; A. A. Correia; R. Pinho 

A three-dimensional macroelement for modelling the in-plane and out-of-plane response of masonry walls

F. Vanin; A. Penna; K. Beyer 

Überprüfung bezüglich Erdbeben von Holzbalkendecken in Bestandesbauten

T. Wenk; R. Brunner; J. Almeida; K. Beyer 

Characterization of mortar-timber and timber-timber cyclic friction in timber floor connections of masonry buildings

J. P. Almeida; K. Beyer; R. Brunner; T. Wenk 

Equivalent-Frame Modeling of Two Shaking Table Tests of Masonry Buildings Accounting for Their Out-Of-Plane Response

F. Vanin; A. Penna; K. Beyer 

The ratio of shear to elastic modulus of in-plane loaded masonry

B. V. Wilding; M. Godio; K. Beyer 

Extended Tension Chord Model for Boundary Elements of RC Walls Accounting for Anchorage Slip and Lap Splices Presence

D. Tarquini; J. P. de Almeida; K. Beyer 

Comparison of crack segmentation using digital image correlation measurements and deep learning

A. Rezaie; R. Achanta; M. Godio; K. Beyer 

Sensitivity analysis of fractal dimensions of crack maps on concrete and masonry walls

A. Rezaie; A. J. Mauron; K. Beyer 

Experimental investigation of strength, stiffness and drift capacity of rubble stone masonry walls

A. Rezaie; M. Godio; K. Beyer 

Shake table testing of aggregate masonry buildings

I. Tomic; A. Penna; M. DeJong; C. Butenweg; A. Correia et al. 

Blind predictions of shake table testing of aggregate masonry buildings

I. Tomic; A. Penna; M. DeJong; C. Butenweg; I. Senaldi et al. 

Crack Segmentation Using Digital Image Correlation (DIC) and Image Processing

K. Beyer; M. Godio; F. Vanin; A. Rezaie 

Experimental investigation on the deformation capacity of lap splices under cyclic loading

D. Tarquini; J. P. de Almeida; K. Beyer 

Quantifying the out-of-plane response of unreinforced masonry walls subjected to relative support motion

M. Godio; K. Beyer 

Trilinear Model for the Out-of-Plane Seismic Assessment of Vertically Spanning Unreinforced Masonry Walls

M. Godio; K. Beyer 

Numerical investigation of the role of masonry typology on shear strength

S. Zhang; K. Beyer 

Experimental seismic performance of a half-scale stone masonry building aggregate

I. E. Senaldi; G. Guerrini; P. Comini; F. Graziotti; A. Penna et al. 

Uniaxial Cyclic Tests on Reinforced Concrete Members with Lap Splices

D. Tarquini; J. P. Almeida; K. Beyer 

Correction to: Numerical evaluation of test setups for determining the shear strength of masonry (vol 51, 110, 2018)

S. Zhang; N. Richart; K. Beyer 

Modified parameter-setting-free harmony search (PSFHS) algorithm for optimizing the design of reinforced concrete beams

M. Shaqfa; Z. Orbán 

Shake-Table Test of a Strengthened Stone Masonry Building Aggregate with Flexible Diaphragms

G. Guerrini; I. Senaldi; F. Graziotti; G. Magenes; K. Beyer et al. 

Ductility reduction factor formulations for seismic design of RC wall and frame structures

M. Zerbin; A. Aprile; K. Beyer; E. Spacone 

Quasi-static shear-compression tests on stone masonry walls with plaster: Influence of load history and axial load ratio

M. Godio; F. Vanin; S. Zhang; K. Beyer 

Das Verhältnis Von Schub- Zu Elastizitätsmodul in Unbewehrten Mauerwerksscheiben

B. V. Wilding; M. Godio; K. Beyer 

Shear to elastic modulus ratio in unreinforced masonry

B. V. Wilding; M. Godio; L. Sory; K. Beyer 

Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations

M. Godio; K. Beyer 

Analytical and empirical models for predicting the drift capacity of modern unreinforced masonry walls

B. V. Wilding; K. Beyer 

Prediction of stiffness, force and drift capacity of modern in-plane loaded URM walls

B. V. Wilding; K. Beyer 

The effective stiffness of modern unreinforced masonry walls

B. V. Wilding; K. Beyer 

Numerical study on factors that influence the in-plane drift capacity of unreinforced masonry walls

K. M. Dolatshahi; M. T. Nikoukalam; K. Beyer 

Effects of the dilatancy of joints and of the size of the building blocks on the mechanical behavior of masonry structures

M. Godio; I. Stefanou; K. Sab 

Experimental investigation of friction stresses between adjacent panels made of Oriented Strand Board (OSB) and between OSB panels and glued laminated timber (GLT) frame members

R. Steiger; G. Fink; S. Nerbano; E. Hack; K. Beyer 

Cyclic tensile-compressive tests on thin concrete boundary elements with a single layer of reinforcement prone to out-of-plane instability

A. Rosso; L. A. Jimenez-Roa; J. Saraiva Esteves Pacheco de Almeida; A. P. G. Zuniga; C. A. Blandón et al. 

Mechanical Model for Drift-Induced Punching of Slab-Column Connections without Transverse Reinforcement

I-S. Drakatos; A. Muttoni; K. Beyer 

A 2D typology generator for historical masonry elements

S. Zhang; M. Hofmann; K. Beyer 

Response of thin lightly-reinforced concrete walls under cyclic loading

C. A. Blandon; C. A. Arteta; R. L. Bonett; J. Carrillo; K. Beyer et al. 

Numerical evaluation of test setups for determining the shear strength of masonry

S. Zhang; N. Richart; K. Beyer 

Shear-compression tests of URM walls: Various setups and their influence on experimental results

B. V. Wilding; K. M. Dolatshahi; K. Beyer 

Special Collection on Recent Advances in Reinforced Concrete Walls Designed to Resist Seismic Loads

S. Sritharan; K. Beyer 

Modelling of out-of-plane loaded vertically spanning unreinforced masonry walls under static and dynamic loading: comparison between four modelling approaches

M. Godio; K. Beyer 

Simplified micro-modelling of shear-compression stone masonry walls and their interaction with plaster

M. Godio; D. Michalogianni; B. V. Wilding; K. Beyer 

Application of a Point Estimate Method for incorporating the epistemic uncertainty in the seismic assessment of a masonry building

F. Vanin; K. Beyer 

Effective Stiffness and drift capacity of modern unreinforced masonry walls

B. V. Wilding; K. Beyer 

Tri-linear model for the out-of-plane seismic assessment of unreinforced masonry walls

M. Godio; K. Beyer 

Experimental investigation on the behaviour of lap splices under uniaxial cyclic loading

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Experimental and Numerical Assessment of the Seismic Performance of a Half-Scale Stone Masonry Building Aggregate

G. Guerrini; I. Senaldi; P. Comini; S. Kallioras; F. Vanin et al. 

Effect of damping models on the simulation of seismic axial forces in a reinforced concrete bridge pier

J. Saraiva Esteves Pacheco de Almeida; M. Jordan; K. Beyer 

Validation of NLFEA of Reinforced Concrete Walls Under Bidirectional Loading

B. Belletti; M. Scolari; J. Almeida; K. Beyer 

Fractal and Complexity Analysis of Crack Patterns of Masonry Walls

A. Rezaie; A. J.P. Mauron; K. M. Dolatshahi; K. Beyer 

Out-of-plane instability of thin single-layered members: recent advancements in the characterization of the mechanism

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Numerical investigation of masonry structures on the micro level

S. Zhang; N. Richart; K. Beyer 

Force–displacement response of in-plane loaded unreinforced brick masonry walls: the Critical Diagonal Crack model

B. Wilding; K. Beyer 

Influence of Lap Splices on the Deformation Capacity of RC Walls. II: Shell Element Simulation and Equivalent Uniaxial Model

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Influence of Lap Splices on the Deformation Capacity of RC Walls. I: Database Assembly, Recent Experimental Data, and Findings for Model Development

J. Saraiva Esteves Pacheco de Almeida; O. Prodan; D. Tarquini; K. Beyer 

Influence of load history on the force-displacement response of in-plane loaded unreinforced masonry walls

B. V. Wilding; K. M. Dolatshahi; K. Beyer 

Tests on Thin Reinforced Concrete Walls Subjected to In-plane and Out-of-plane Cyclic Loading

J. Saraiva Esteves Pacheco de Almeida; O. Prodan; A. Rosso; K. Beyer 

Micro-mechanical finite element modeling of diagonal compression test for historical stone masonry structure

S. Zhang; S. M. Taheri Mousavi; N. Richart; J-F. Molinari; K. Beyer 

Analytical model for the out-of-plane response of vertically spanning unreinforced masonry walls

M. Godio; K. Beyer 

Axially equilibrated displacement-based beam element for simulating the cyclic inelastic behaviour of RC members

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Methods and Approaches for Blind Test Predictions of Out-Of-Plane Behavior of Masonry Walls: A Numerical Comparative Study

N. Mendes; A. A. Costa; P. B. Lourenço; R. Bento; K. Beyer et al. 

Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature

F. Vanin; D. Zaganelli; A. Penna; K. Beyer 

Reinforced concrete wall response under uni-and bi-directional loading

K. Beyer; M. Hube; R. Constantin; A. Niroomandi; S. Pampanin et al. 

Zone di bordo di pareti sottili in calcestruzzo armato vulnerabili a instabilità fuori-piano : risultati sperimentali e modellazione numerica

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Current methodologies of out-of-plane seismic assessment of unreinforced masonry walls: Evaluation through refined model simulations

M. Godio; K. Beyer 

Influence of the loading history on the in-plane force-displacement response of URM walls

B. Wilding; K. Dolatshahi; K. Beyer 

Seismic retrofit of cultural heritage buildings – when less is more

K. Beyer; A. Penna; F. Vanin; I. Senaldi; M. Godio et al. 

Axially Equilibrated Displacement-based Beam Element: Implementation in OpenSees and Application to Dynamic Analysis of Structures

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Practical nonlinear modeling of U-shaped reinforced concrete walls under bi-directional loading

K. Kolozvari; G. Piatos; K. Beyer 

Analytical model for slab-column connections subjected to cyclically increasing drifts

I. Drakatos; K. Beyer; A. Muttoni 

Ensayos cuasi-estáticos cíclicos de muros delgados de concreto reforzado en edificios colombianos

J. C. Vélez; C. A. Blandón; R. Bonett; C. Arteta; J. Carillo et al. 

An enhanced displacement-based element to account for tension shift effects

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings

M. J. Fox; K. Beyer; T. J. Sullivan 

Lehrveranstaltungen in Baudynamik und Erdbebeningenieurwesen an der EPFL

K. Beyer; P. Lestuzzi; I. Smith; D. Lignos 

Experimental campaign on thin RC columns prone to out-of-plane instability: numerical simulation using shell element models

A. Rosso; L. Jiménez-Roa; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Modelling of the Cyclic Response of an Unreinforced Masonry Wall through a Force Based Beam Element

F. Vanin; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Numerical simulation with fibre beam-column models of thin RC column behaviour under cyclic tension-compression

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Experimental tests on the out-of-plane response of RC columns subjected to cyclic tensile-compressive loading

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; L. Jimenez; A. Guerrero; C. A. Blandon et al. 

Drift capacity of URM walls: Are analytical models an alternative to empirical approaches?

B. Wilding; K. Beyer 

Force-based finite element for modelling the cyclic behaviour of unreinforced masonry piers

F. Vanin; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Erdbebenüberprüfung von Natursteinmauerwerksgebäuden – das Basel-Projekt

K. Beyer; A. Penna; T. Wenk 

Three-Parameter Kinematic Theory for Shear-Dominated Reinforced Concrete Walls

B. I. Mihaylov; P. Hannewald; K. Beyer 

Basel Earthquake Courses on Historical Natural Stone Masonry Buildings

T. Wenk; K. Beyer 

Influence of boundary conditions on the out-of-plane response of brick masonry walls in buildings with RC slabs

M. Tondelli; K. Beyer; M. DeJong 

Modelling approaches for inelastic behaviour of RC walls: Multi-level assessment and dependability of results

J. Saraiva Esteves Pacheco de Almeida; D. Tarquini; K. Beyer 

Stability of thin reinforced concrete walls under cyclic loads: State-of-the-art and new experimental findings

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Numerical simulation of instability of thin reinforced concrete walls using beam elements under tension-compression

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Behaviour of U-shaped RC walls under quasi-static cyclic diagonal loading

R. Constantin; K. Beyer 

Effective stiffness of unreinforced brick masonry walls

B. Wilding; K. Beyer 

Modelação numérica do escorregamento de armaduras em elementos de betão armado / Numerical modelling of bond-slip effects in reinforced concrete elements

R. Sousa; A. Correia; J. Saraiva Esteves Pacheco de Almeida; R. Pinho 

Elemento de Viga Baseado em Formulação de Rigidez Enriquecido com Funções de Forma Adaptativas para Garantir Equilíbrio Axial

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Effect of static and kinematic boundary conditions on the out-of-plane response of brick masonry walls

K. Beyer; F. Lucca 

Simulação numérica da instabilidade de paredes finas de betão armado usando elementos de viga sujeitos a tração-compressão / Numerical simulation of instability of thin reinforced concrete walls using beam elements under tension-compression

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Out-of-plane behaviour of reinforced concrete members with single reinforcement layer subjected to cyclic axial loading: beam-column element simulation

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Next generation of Eurocode 8, masonry chapter

K. Lu; K. Beyer; V. Bosiljkov; C. Butenweg; D. D’Ayala et al. 

Validation of NLFEA of reinforced concrete walls under bidirectional loading

B. Belletti; M. Scolari; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Modelling the seismic response of modern URM buildings retrofitted by adding RC walls

A. Paparo; K. Beyer 

Cyclic test data of six unreinforced masonry walls with different boundary conditions

S. Petry; K. Beyer 

Force-based higher-order beam element with flexural-shear-torsional interaction in 3D frames. Part II: Applications

J. Saraiva Esteves Pacheco de Almeida; A. A. Correia; R. Pinho 

Displacement-based seismic design of symmetric single-storey wood-frame buildings with the aid of the N2 method

P. Mergos; K. Beyer 

Force-displacement response of in-plane loaded URM walls with a dominating flexural mode

S. Petry; K. Beyer 

Development of a displacement-based design approach for modern mixed RC-URM wall structures

A. Paparo; K. Beyer 

Force-based higher-order beam element with flexural–shear–torsional interaction in 3D frames. Part I: Theory

A. A. Correia; J. Saraiva Esteves Pacheco de Almeida; R. Pinho 

Evaluation of seismic assessment procedures for determining deformation demands in RC wall buildings

M. J. Fox; T. J. Sullivan; K. Beyer 

Limit states of modern unreinforced clay brick masonry walls subjected to in-plane loading

S. Petry; K. Beyer 

Dynamic testing of a four-storey building with reinforced concrete and unreinforced masonry walls: Prediction, test results and data set

K. Beyer; M. Tondelli; S. Petry; S. Peloso 

Defining a braking probability to estimate extreme braking forces on road bridges

J. Martins; M-A. Fénart; G. Feltrin; A-G. Dumont; K. Beyer 

Sensitivity of drift capacities of URM walls to cumulative damage demands and implications on loading protocols for quasi-static cyclic tests

K. Beyer; P. Mergos 

Size effects in drift capacities of URM walls

K. Beyer; S. Petry 

Influence of spandrel modelling on the seismic assessment of existing masonry buildings

S. Cattari; K. Beyer 

Instabilità fuori piano globale di pareti sottili in calcestruzzo armato soggette ad azioni sismiche (Global out-of-plane instability of thin RC walls under seismic loading)

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Loading protocols for structures designed for different behaviour factors

P. Mergos; K. Beyer 

Future directions for reinforced concrete wall buildings in Eurocode 8

K. Beyer 

Einfluss der Randbedingungen auf das Verhalten aus der Ebene von Mauerwerkswänden (Influence of the boundary conditions on the out-of-plane response of URM walls)

K. Beyer; F. Lucca 

Seismic shear distribution among interconnected cantilever walls of different lengths

K. Beyer; S. Simonini; R. Constantin; A. Rutenberg 

Quasi-static cyclic tests of two mixed reinforced concrete–unreinforced masonry wall structures

A. Paparo; K. Beyer 

Numerical study on the force-deformation behaviour of masonry spandrels with arches

K. Beyer; S. Mangalathu 

Comparison of force-based and displacement-based design approaches for RC coupled walls in New Zealand

M. Fox; T. Sullivan; K. Beyer 

Capacity Design of Coupled RC Walls

M. Fox; T. Sullivan; K. Beyer 

Understanding Poor Seismic Performance of Concrete Walls and Design Implications

S. Sritharan; K. Beyer; R. S. Henry; Y. H. Chai; M. Kowalsky et al. 

Loading protocols for European regions of low to moderate seismicity

P. Mergos; K. Beyer 

Effective stiffness of reinforced concrete coupling beams

S. V. Ngoc; B. Li; K. Beyer 

Scaling unreinforced masonry for reduced-scale seismic testing

S. Petry; K. Beyer 

Influence of boundary conditions and size effect on the drift capacity of URM walls

S. Petry; K. Beyer 

Modelling shear–flexure interaction in equivalent frame models of slender reinforced concrete walls

P. Mergos; K. Beyer 

Loading protocols for European regions of low to moderate seismicity

P. Mergos; K. Beyer 

Observations on out-of-plane behaviour of URM walls in buildings with RC slabs

M. Tondelli; K. Beyer 

From plastic hinge to shell models: Recommendations for RC wall models

D. Tarquini; J. Saraiva Esteves Pacheco de Almeida; K. Beyer 

Investigating the in-plane mechanical behavior of URM piers via DSFM

S. Zhang; S. Petry; K. Beyer 

Mechanical model for flexural behaviour of slab-column connections under seismically induced deformations

I. S. Drakatos; A. Muttoni; K. Beyer 

Non-rectangular RC walls: A review of experimental investigations

R. Constantin; K. Beyer 

Seismic response of a 4 storey building with reinforced concrete and unreinforced masonry walls

K. Beyer; M. Tondelli; S. Petry; S. Peloso 

Flexural deformations of URM piers: Comparison of analytical models with experiments

S. Petry; K. Beyer 

Avaliação de modelos numéricos com elementos de fibra recorrendo a ensaios em mesa sísmica

R. Sousa; A. Correia; J. Saraiva Esteves Pacheco de Almeida; R. Pinho 

New experimental findings on the stability of thin reinforced concrete walls

J. Saraiva Esteves Pacheco de Almeida; A. Rosso; K. Beyer; S. Sritharan 

Lateral force resisting mechanisms in slab-column connections: An analytical approach

I. Drakatos; K. Beyer; A. Muttoni 

Performance-based approach for the retrofit of URM wall structures by RC walls

A. Paparo; K. Beyer 

Seismic conservation strategies for cultural heritage buildings in Switzerland

T. Wenk; K. Beyer 

Influence of longitudinal reinforcement layouts on RC wall performance

A. Rosso; J. Saraiva Esteves Pacheco de Almeida; R. Constantin; K. Beyer; S. Sritharan 

Blind prediction tests as a benchmark to improve the seismic response of fibre models

R. Sousa; A. A. Correia; J. Saraiva Esteves Pacheco de Almeida; R. Pinho 

Review and improvement of simple mechanical models for predicting the force-displacement response of URM walls subjected to in-plane loading

S. Petry; K. Beyer 

Adequabilidade de deformações locais como parâmetro na avaliação sísmica de paredes de betão armado

J. Saraiva Esteves Pacheco de Almeida; D. Tarquini; K. Beyer 

Experimental investigation on seismic behaviour of slab-column connections

I. Drakatos; K. Beyer; A. Muttoni 

A case study in the capacity design of RC coupled walls

M. Fox; T. Sullivan; K. Beyer 

Quasi-static cyclic tests on U-shaped reinforced concrete walls subjected to diagonal loading

R. T. Constantin; K. Beyer 

Die neue SGEB-Strategie (The new strategy of the Swiss Society for Earthquake Engineering and Structural Dynamics)

T. Wenk; K. Beyer 

Review of strength models for masonry spandrels

K. Beyer; S. Mangalathu Sivasubramanian Pillai 

Rütteltischversuche an einem Gebäude mit Mauerwerks- und Stahlbetonwänden (Shake table tests on a building with masonry and reinforced concrete walls)

K. Beyer; M. Tondelli; S. Petry 

Quasi-static cyclic tests of mixed RC-URM wall structures

A. Paparo; K. Beyer 

Influence of the boundary conditions on the displacement capacity of URM piers

S. Petry; K. Beyer 

Scaling unreinforced masonry structures with hollow-core clay bricks for laboratory testing

S. Petry; K. Beyer 

Shake-table test on a four-storey structure with reinforced concrete and unreinforced masonry walls

M. Tondelli; S. Petry; S. Peloso; K. Beyer 

Performance limits of brick masonry spandrels

K. Beyer 

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

A. Paparo; K. Beyer 

Comparison of seismic tests on URM piers at half- and full-scale

S. Petry; K. Beyer 

Dynamic testing of a mixed RC-URM building

S. Peloso; K. Beyer; A. Pavese; M. Tondelli 

Influence of coupling on the displacement capacities of URM piers – comparison of experimental results with existing recommendations

S. Petry; K. Beyer 

Plastic hinge models for the displacement-based assessment of wall-type bridge piers with poor detailing

P. Hannewald; K. Beyer 

Shake Table Testing of a Half-scaled RC-URM Wall Structure

M. Tondelli; S. Petry; I. Lanese; S. Peloso; K. Beyer 

Developing cyclic loading protocols for regions of low to moderate seismicity

P. Mergos; K. Beyer 

Behaviour of poorly detailed lap-splices under cyclic loading

G. Angeli; P. Hannewald; K. Beyer 

Peak and residual strengths of brick masonry spandrels

K. Beyer 

Shear Deformations of Slender Reinforced Concrete Walls under Seismic Loading – Discussion by Shiming Chen and Kang Ge

K. Beyer; A. Dazio; M. J. N. Priestley 

Die Erdbebenserie in der Emilia-Romagna im Mai 2012: Schäden an Industriehallen und geotechnische Aspekte (The earthquake sequence in Emilia-Romagna in May 2012: Damage to industrial buildings and geotechnical aspects)

T. Wenk; M. Baur; B. Duvernay; A. Paparo 

Quasi-static cyclic tests on masonry spandrels

K. Beyer; A. Dazio 

Quasi-static monotonic and cyclic tests on composite spandrels

K. Beyer; A. Dazio 

Stochastic response analysis of nonlinear structures via PDEM

J. Li; S. Zhang; C. Jianbing 

Numerical analysis of Masonry Spandrels with Shallow Arches

S. Mangalathu Sivasubramanian Pillai; K. Beyer 

Modelling shear-flexure interaction in equivalent frame models of slender RC walls

P. Mergos; K. Beyer 

Developing force-deformation characteristics of brick masonry spandrels in historic buildings

K. Beyer; A. Dazio 

Modelling of Reinforced Concrete Core Walls Under Bi-directional Loading

R. T. Constantin; K. Beyer 

Pushover analyses of mixed RC-URM wall structures

A. Paparo; K. Beyer 

Testing unreinforced masonry structures at reduced scale

S. Petry; K. Beyer 

Pushover analysis of multi-storey cantilever wall systems

S. Simonini; R. T. Constantin; A. Rutenberg; K. Beyer 

Plastic hinge models for the seismic assessment of reinforced concrete wall-type piers with detailing deficiencies

P. Hannewald; K. Beyer 

Das Verhalten von Strassenbrücken während des Chile-Erdbebens am 27. Februar 2010 (The behaviour of road bridges during the Chile-earthquake on February 27, 2010)

T. Wenk; K. Beyer 

Shear deformations of slender reinforced concrete walls under seismic loading

K. Beyer; A. Dazio; N. Priestley 

Modelling of spandrel elements in URM structures with RC slabs or ring beams

K. Beyer; A. Dazio 

Experimental investigation of the effect of the longitudinal reinforcement content of ring beams on the cyclic behavior of masonry spandrels

A. Dazio; K. Beyer 

Das Verhalten von Gebäuden mit Stahlbetontragwänden während des Erdbebens Centro-Sur in Chile am 27.2.2010 (On the behaviour of RC wall buildings during the Centro-Sur earthquake in Chile on February 27, 2010)

K. Beyer; T. Wenk 

Comportamento e analisi non lineare di nuclei in calcestruzzo armato (Behaviour and nonlinear analysis of RC core walls)

A. Dazio; K. Beyer 

Seismic behaviour of different types of masonry spandrels

A. Dazio; K. Beyer 

Quasi-static cyclic tests of two prefabricated, reinforced masonry walls

B. Braun; M. Rupf; K. Beyer; A. Dazio 

Experimental investigation of the cyclic behaviour of unreinforced masonry spandrels

K. Beyer; A. Abo El Ezz; A. Dazio 

Quasi-static cyclic tests and plastic hinge analysis of RC structural walls

A. Dazio; K. Beyer; H. Bachmann 

Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames

G. Milani; K. Beyer; A. Dazio 

Schäden an Mauerwerksbauten beim Erdbeben vom 6. April 2009 in L’Aquila

A. Dazio; K. Beyer 

Experimentelle und numerische Untersuchungen an Mauerwerksriegeln

K. Beyer; A. Abo El Ezz; A. Dazio 

Quasi-statisch zyklische Versuche an vorfabrizierten, bewehrten Mauerwerkswänden

M. Rupf; B. Braun; K. Beyer; A. Dazio 

Inelastic wide-column models for U-shaped reinforced concrete walls

K. Beyer; A. Dazio; M. J. N. Priestley 

Quasi-static cyclic tests of two U-shaped reinforced concrete walls

K. Beyer; A. Dazio; M. J. N. Priestley 

Elastic and inelastic wide-column models for RC non-rectangular walls

K. Beyer; A. Dazio; M. J. N. Priestley 

Selection and scaling of real accelerograms for bi-directional loading: A review of current practice and code provisions

K. Beyer; J. J. Bommer 

Relationships between Median Values and between Aleatory Variabilities for Different Definitions of the Horizontal Component of Motion

K. Beyer; J. J. Bommer 

Quasi-static cyclic tests on U-shaped walls: Test design and preliminary results

K. Beyer; A. Dazio; M. J. N. Priestley