TY - JOUR A1 - Miccoli, Lorenzo A1 - Paganoni, S. A1 - Fontana, Patrick A1 - D'Ayala, D. T1 - Pull-out strength of anchor pins for brickwork masonry and earth block masonry / Auszugsfestigkeit von Verpressankern für Ziegel- und Lehmsteinmauerwerk N2 - In this paper results of the experimental testing performed on brick masonry and earth block masonry are presented. The paper outlines the development of the testing procedures for two different types of anchors. For this purpose, two experimental campaigns of pull-out tests on masonry corner connections strengthened by metallic rod grouted were carried out. Experimental results proved that the implemented testing procedures are suitable to determine the most recurring failure modes of the anchor pins. Moreover, a procedure is proposed to estimate the capacity of grouted anchor pins based on experimental studies. N2 - Mit diesem Beitrag soll die experimentelle Beurteilung von Verpressankern für Mauerwerk vorgestellt werden. Es wurden zwei Versuchsserien mit Ankerauszugsversuchen an Mauerwerksecken aus Ziegel- und Lehmsteinmauerwerk durchgeführt. Die Versuchsergebnisse haben gezeigt, dass die gewählten Versuchsabläufe geeignet sind, die am häufigsten wiederkehrenden Versagensarten der Verpressanker zu bestimmen. Darüber hinaus wird eine Vorgehensweise vorgeschlagen, die es ermöglicht, die Traglast von Verpressankern auf Basis experimenteller Untersuchungen abzuschätzen. KW - Brickwork masonry KW - Earth block masonry KW - Anchor pins KW - Bond strength KW - Pull-out test PY - 2015 DO - https://doi.org/10.1002/dama.201500669 SN - 1432-3427 SN - 1437-1022 N1 - Sprachen: Deutsch/Englisch - Languages: German/English VL - 19 IS - 5 SP - 383 EP - 393 PB - Ernst CY - Berlin AN - OPUS4-34634 LA - mul AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Fontana, Patrick A1 - Johansson, G. A1 - Zandi, K. A1 - Portal, Natalie Williams A1 - Müller, U. T1 - Numerical modelling of UHPC and TRC sandwich elements for building envelopes N2 - ln this paper a modelling approach is presented to reproduce the mechanical behaviour of sandwich panels via finite element analysis. Two types of panels were investigated in this scope of work. The first sandwich element was a textile reinforced concrete (TRC) panel with cellular lightweight concrete insulation and the second configuration was an ultra-high performances concrete (UHPC) panel with aerated autoclaved concrete insulation. The goal was to obtain a reliable numerical strategy that represents a reasonable compromise in terms of sufficient accuracy of the element characteristics and the computational costs. The results show the possibility of describing the composite action in a full sandwich panel. The achieved modelling approach will later be used for the optimization of TRC and UHPC panels in terms of minimizing the thickness, identifying the number and location of connectors, as well as evaluating varying anchorage Systems. T2 - IABSE conference - Structural engineering: Providing solutions to global challenges CY - Geneva, Switzerland DA - 23.09.2015 KW - Sandwich elements KW - Ultra-high performance concrete (UHPC) KW - Textile reinforced concrete (TRC) KW - Autoclaved aerated concrete (AAC) KW - Cellular lightweight concrete (CLC) KW - Finite element analysis (FEA) PY - 2015 SN - 978-3-85748-140-6 SP - 195 EP - 203 AN - OPUS4-34552 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Miccoli, Lorenzo A1 - Garofano, A. A1 - Fontana, Patrick A1 - Müller, U. T1 - Experimental testing and finite element modelling of earth block masonry N2 - The current paper focuses on the determination of reliable numerical models of earth block masonry wallettes under different loading conditions. Uniaxial compression and diagonal compression tests were performed. Experimental behaviour was modelled with a non-linear model able to describe the cracking behaviour. The simplified approach based on macro-modelling shows a satisfactory accuracy and low computational costs. The results reproducing the uniaxial compression are in good correspondence with the post-elastic behaviour observed in the experimental campaign. The micro-modelling approach adopted to reproduce the shear behaviour, even with high computational cost, represents a suitable tool to predict the masonry collapse mechanism. KW - Earth block masonry KW - Uniaxial compression test KW - Diagonal compression test KW - Numerical modelling KW - Macro-modelling approach KW - Micro-modelling approach PY - 2015 DO - https://doi.org/10.1016/j.engstruct.2015.09.020 SN - 0141-0296 VL - 104 SP - 80 EP - 94 PB - Elsevier CY - Oxford AN - OPUS4-34553 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Fontana, Patrick A1 - Silva, N. A1 - Klinge, A. A1 - Cederqvist, C. A1 - Kreft, O. A1 - Qvaeschning, D. A1 - Sjöström, C. T1 - Composite UHPC-AAC/CLC facade elements with modified interior plaster for new buildings and refurbishment N2 - The awareness of the environmental impact of the building sector is increasing. Steel reinforced concrete is the most commonly used construction material, though with a high-embodied energy and carbon footprint. Large environmental gains may arise if an alternative to steel reinforced concrete is developed. In this context, ultra-high performance concrete (UHPC) materials are shown to be promising alternatives with advantages such as lower embodied energy and reduced environmental impact. Predictions suggest that UHPC composite elements for building envelopes could have other benefits such as an increased service life, optimised use of building area due to thinner elements and minimised maintenance due to the absence of reinforcement or use of non-corrosive reinforcing materials such as carbon fibres. In the framework of the H-HOUSE project funded by the European Commission, composite elements are developed. The aim is to create facade panels combining an autoclaved aerated concrete or cellular lightweight concrete insulation layer with an external UHPC supporting layer. To enhance occupant comfort and health, hygroscopic materials that are capable to buffer indoor air humidity shall be applied to the inside of such elements. Indoor air humidity levels are expected to be more stable, which shall subsequently improve the indoor climate and minimise potential decay to the construction. T2 - ICAE 2015 - 7th International congress on architectural envelopes CY - San Sebastián, Spain DA - 27.05.2015 KW - Composite panels KW - Ultra-high performance concrete (UHPC) KW - Autoclaved aerated concrete (AAC) KW - Cellular lightweight concrete ^ PY - 2015 SN - 978-84-88734-10-5 SP - 297 EP - 305 AN - OPUS4-33572 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Fontana, Patrick A1 - Miccoli, Lorenzo A1 - Kocadag, R. A1 - Silva, N. A1 - Qvaesching, D. A1 - Kreft, O. A1 - Cederqvist, Ch. ED - Fehling, E. ED - Middendorf, B. ED - Thiemicke, J. T1 - Composite UHPC facade elements with functional surfaces N2 - This paper presents an innovative way to combine an external ultra-high performance concrete (UHPC) supporting layer with an insulation layer of autoclaved aerated concrete (AAC) or cellular lightweight concrete (CLC) to create light-weight façade elements, which are improved in functionality and in energy efficiency. The durability of the façade elements is improved by developing UHPC with self-cleaning properties. One approach is based on the photocatalytic activation of the external UHPC shell by incorporation of TiO2 particles. The second approach consists of the modification of the UHPC surface by micro structuring in combination with the application of water-repellent agents to create durable super hydrophobicity. The current results obtained from laboratory testing are promising and demonstrate the feasibility of the approaches. T2 - HiPerMat 2016 4th International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials CY - Kassel, Germany DA - 09.03.2016 KW - Composite UHPC elements KW - photocatalysis KW - super hydrophobicity KW - self-cleaning KW - autoclaved aerated concrete KW - cellular lightweight concrete PY - 2016 SN - 978-3-7376-0094-1 VL - 27 SP - 159 EP - 160 PB - kassel university press GmbH CY - Kassel AN - OPUS4-36566 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Ferraioli, M. A1 - Miccoli, Lorenzo A1 - Abruzzese, D. T1 - Dynamic characterisation of historic bell-tower using a sensitivity-based technique for model tuning N2 - The most relevant results of the vibration-based investigations performed on a historic masonry tower in Italy namely the Santa Maria a Vico bell-tower is here presented. The first part of the study involves preliminary full-scale ambient vibration measurements in operational conditions and dynamics-based finite element (FE) modelling. At first, a manual tuning of the uncertain parameters of the model was carried out to adjust material properties, soil-structure interaction and constraining effect of the neighbouring structures. Then, based on the sensitivity analysis, only the most sensitive parameters were chosen as updating parameters. Finally, a model updating technique based on a sensitivity-based method was used to minimise the error between experimental vibration data and numerical response values. To this aim, a residual vector defined as the weighted difference between the measured quantities and calculated quantities was used. The uncertain structural parameters of the FE model were identified by minimising a robust penalty function. The calibrated model was used as an important tool for the seismic assessment of the structure using pushover analysis. Since the assumed value of the masonry compressive strength is the most sensitive parameter of non-linear behaviour, a sensitivity analysis was performed considering reference values in the range of interest. The seismic safety corresponding to increasing levels of the seismic hazard was finally investigated. KW - Masonry tower KW - Ambient vibration measurements KW - Structural identification KW - Model tuning PY - 2018 DO - https://doi.org/10.1007/s13349-018-0272-9 SN - 2190-5479 SP - 1 EP - 17 PB - Springer-Verlag GmbH CY - Germany AN - OPUS4-44161 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, P. A1 - Miccoli, Lorenzo A1 - Fontana, Patrick A1 - Ziegert, Ch. T1 - Partial safety factors for earth block masonry N2 - In the beginning of the 1980s earth building has undergone a renaissance, which nowadays leads to an increasing use of load-bearing earth constructions and in particular, earth block masonry. At present, there are no common structural standards according to the semi-probabilistic design concept, which is the state-of-the-art in European standards. A solid database is needed for the determination of the partial safety factor on the resistance side. Therefore, compressive strength tests were carried out with two types of earth blocks and two types of prefabricated earth mortar. The evaluation showed that the variation of the compressive strength was remarkably less than expected, which seems to indicate high quality standards of the components earth block and mortar with regard to industrial production. On the basis of these results and together with the reliability method, a partial safety factor for earth block masonry subjected to compression was determined. The main aim of the research was the development of a first valid database for material parameters of earth block masonry with particular regard to statistical characteristics. The results showed that a common calculation method for earth block masonry based on partial safety factors following the valid masonry construction standard is feasible. T2 - Terra Lyon 2016 - XIIth World Congress on Earthen Architecture CY - Lyon, France DA - 11.07.2016 KW - Safety factors KW - Earth block masonry KW - Compressive strength PY - 2016 SN - 979-10-96446-12-4 SP - 1 EP - 8 PB - Editions CRAterre CY - Villefontaine AN - OPUS4-45151 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Silva, R. A. A1 - Garofano, A. A1 - Oliveira, D. V. ED - Papadrakakis, M. ED - Fragiadakis, M. T1 - In-Plane behaviour of earthen materials: A numerical comparison between adobe masonry, rammed earth and cob N2 - The paper presents a comparison between different numerical modelling approaches aiming to simulate the in-plain behaviour of three types of earthen materials, namely adobe masonry, rammed earth and cob. For this purpose, uniaxial and diagonal compression tests were carried out, which allowed determining important mechanical parameters, such as compressive strength, Young’s modulus, Poisson’s ratio, shear strength and shear modulus. Furthermore, the tests allowed assessing the level of non-linear behaviour of the respective stress–strain relationships as well as the failure modes. The experimental results were then used for the calibration of numerical models (based on the finite element method) for simulating the non-linear behaviour of the earth materials under in-plane shear loading. Both macro- and micro-modelling approaches were considered for this purpose. The procedures adopted for model calibration established the reliability of various modelling strategies for the different loading conditions. The simplified Approach based on macromodelling shows a satisfactory accuracy and low computational costs. The results reproducing the uniaxial compression are in good correspondence with the post-elastic behaviour observed in the experimental campaign. The micro-modelling approach adopted to reproduce the shear behaviour, even with higher computational cost, represents a suitable tool to predict the adobe masonry and rammed earth collapse mechanisms. T2 - 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2017) CY - Rhodes, Greece DA - 15.06.2017 KW - Earthen materials KW - Compression behaviour KW - Shear behaviour KW - Digital image corelation KW - Finite element method PY - 2017 SN - 978-618-82844-1-8 VL - 1 SP - 2478 EP - 2504 AN - OPUS4-42579 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Fontana, Patrick A1 - Miccoli, Lorenzo A1 - Grünberg, U. T1 - Experimental investigations on the initial shear strength of masonry with earth mortars N2 - In this paper, a comparative study on the initial shear strength of masonry with earth mortars is presented. Triplet tests were carried out to characterise the shear bond strength of five different types of earth mortar, three purely mineral and two with vegetable additives (wood and straw chaff), using calcium silicate blocks. In spite of their lower bulk densities, mortars with chaffs reached a value of compressive strength comparable to the values shown by the purely mineral mortars. The characteristic initial shear strengths of all the tested earth mortars were between two and five times higher than the minimum values for initial shear strengths required by standards. To assess the influence of blocks pre-wetting, a comparison between calcium silicate blocks and earth blocks was performed to evaluate the results obtained from the standard test procedure compared to the more common practice of using earth mortars in combination with earthen blocks. KW - Earth mortar KW - Sand-lime block KW - Earth block KW - Initial shear strength KW - Shear bond test KW - Masonry KW - Triplet test PY - 2018 DO - https://doi.org/10.1504/IJMRI.2018.10009831 SN - 2056-9459 SN - 2056-9467 VL - 3 IS - 1 SP - 34 EP - 49 PB - Inderscience Enterprises Ltd. CY - Olney, Bucks AN - OPUS4-43692 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Fontana, Patrick ED - Pena, F. ED - Chávez, M. T1 - Bond strength performances of anchor pins for earthen buildings. A comparison between earth block masonry, rammed earth and cob N2 - Connections improvement plays a key role in seismic upgrade of historical buildings. Their global response is related to the behavior of the single structural elements as well as to their mutual connections. Up to now only few data are available about the performance of grouted anchor pins in earthen materials where the critical point is the bond between the grout and the earthen substrate. In this paper, results of the experimental testing performed on earth block masonry, rammed earth and cob are presented. Pull-out tests were carried out to investigate the bond strength and failure modes of stainless steel rods with a lime based hydraulic grout and their compatibility with earthen materials. Rods with nuts were investigated to improve the pull-out capacity of the anchors. They showed higher pull-out capacity than rods without nuts. The performances of rods with nuts in cob were influenced by the rough surface at/of the earthen substrate. It is assumed that the non homogeneous surface caused an interlocking mechanism, which allowed to reach a pull-out capacity of about 54% higher than in earth block masonry. T2 - SAHC 2014 - 9th International conference on structural analysis of historical constructions CY - Mexiko City, Mexico DA - 14.10.2014 KW - Earthen materials KW - Pull-out tests KW - Anchor pins KW - Lime based hydraulic gout PY - 2014 SP - Paper-ID 07/011, 1-13 AN - OPUS4-32537 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Silva, R.A. A1 - Oliveira, D.V. A1 - Miccoli, Lorenzo A1 - Schueremans, L. ED - Pena, F. ED - Chávez, M. T1 - Modelling of rammed earth under shear loading N2 - The intensive use of earth as a building material since ancient times resulted in an important and significant earthen built heritage currently existing worldwide spread. The rammed earth technique has a significant presence in this heritage, where it served to build from simple dwell-ings to fortresses. However, the high vulnerability of rammed earth constructions to decay agents and to seismic events puts in risk their further existence and the lives of millions of peo-ple. With respect to the seismic behaviour of rammed earth walls, the understanding and mod-elling of their shear behaviour are topics underdeveloped in the bibliography. Nevertheless, these topics are of extreme importance in the preservation and strengthening of rammed earth constructions. Therefore, this paper presents a numerical work aiming at modelling the non-linear behaviour of unstabilised rammed earth under shear loading, resorting to the finite ele-ments method (FEM). The models were used to simulate the behaviour of a set of rammed earth wallets tested under diagonal compression. Both macro- and micro-modelling approach-es were considered, where the objective of this last approach was to evaluate the influence of apparent weakness of the interfaces between layers on the shear behaviour. The total strain ro-tating crack model (TSCRM) was used to simulate the behaviour of the rammed earth material, while the Mohr-Coulomb failure criterion was used to simulate the behaviour of interfaces be-tween layers. Furthermore, uncertainties related to the definition of the input parameters re-quired performing a sensitivity analysis. The numerical models achieved good agreement with the experimental results and the compressive strength, the Poisson’s ratio, the tensile strength and the tensile fracture energy revealed to be the most important parameters in the analyses. T2 - SAHC 2014 - 9th International conference on structural analysis of historical constructions CY - Mexiko City, Mexico DA - 14.10.2014 KW - Rammed earth KW - Diagonal-compression KW - Shear behaviour KW - FEM modelling PY - 2014 SP - Paper-ID 08/015, 1-12 AN - OPUS4-32538 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - Technologies and materials for a healthier indoor environment T2 - PPP Impact Workshop CY - Brussels, Belgium DA - 2014-04-01 PY - 2014 AN - OPUS4-32260 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - Bond strength performances of anchor pins for earthen buildings. A comparison between earth block masonry, rammed earth and cob. T2 - 9th Int. Conf. on Structural Analysis of Historical Constructions CY - Mexico City, Mexico DA - 2014-10-14 PY - 2014 AN - OPUS4-31703 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - EeB Cluster, Technologies and materials for a healthier indoor environment T2 - ECTP Construction and Built Environment: Future Horizons CY - Brussels, Belgium DA - 2014-06-17 PY - 2014 AN - OPUS4-30954 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Miccoli, Lorenzo A1 - Oliveira, D.V. A1 - Silva, R.A. A1 - Müller, U. A1 - Schueremans, L. T1 - Static behaviour of rammed earth: experimental testing and finite element modelling N2 - The paper presents an experimental program aiming at assessing the mechanical performance of rammed earth walls, namely under compression and shear loading. Axial compression and diagonal compression tests were carried out for this purpose, which allowed determining important mechanical parameters, such as compressive strength, Young's modulus, Poisson's ratio, shear strength and shear modulus. Furthermore, it allowed assessing the level of non-linear behaviour of the respective stress–strain relationships as well as the failure modes. The experimental results were then used in the calibration of numerical models (finite element method) for simulating the non-linear behaviour of rammed earth under shear loading. Both macro- and micro modelling approaches were considered for this purpose. The total strain rotating crack model was used to simulate the behaviour of the rammed earth material, while the Mohr–Coulomb failure criterion was used to simulate the behaviour of interfaces between layers. In general, the numerical models achieved good agreement with the experimental results, but uncertainties related to the definition of the input parameters required to perform a sensitivity analysis. The compressive strength, the Poisson's ratio, the tensile strength and the tensile fracture energy revealed to be the most important parameters in the analyses. KW - Rammed earth KW - Compression behaviour KW - Shear behaviour KW - Finite element analysis PY - 2015 UR - http://link.springer.com/article/10.1617/s11527-014-0411-7/fulltext.html DO - https://doi.org/10.1617/s11527-014-0411-7 SN - 1359-5997 SN - 1871-6873 VL - 48 IS - 10 SP - 3443 EP - 3456 PB - Springer CY - Dordrecht AN - OPUS4-31329 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Garofano, A. A1 - Fontana, Patrick A1 - Müller, U. ED - Lourenco, P.B. ED - Haseltine, B.A. ED - Vasconcelos, G. T1 - Static behaviour of earth block masonry: experimental testing and finite element modelling N2 - In this paper an extensive research campaign aimed to define the mechanical performance of earth block masonry panels is presented. Uniaxial compression and diagonal compression tests were performed. The test results confirmed the brittle behaviour of earth block masonry under uniaxial compressive load and showed that the failure of earth block masonry under shear load occurs by sliding of the earth blocks along the mortar joints after initial cracking in mortar joints and earth blocks. For diagonal compression test results showed that building technique practice is one of the key factors affecting the structural performances. Experimental behaviour was modelled with a non-linear model capable of describing cracking behaviour. Both micro-modelling and macro-modelling implementing isotropic or orthotropic material laws were used to assess the reliability of different modelling strategies. The model calibration was carried out by sensibility analysis of the input parameters to understand the influence of unit strength on the shear behaviour of masonry. T2 - 9th IMC - International Masonry Conference CY - Guimaraes, Portugal DA - 07.07.2014 KW - Earthen materials KW - Compression test KW - Diagonal compression test KW - Numerical modelling KW - Earth block masonry KW - Uniaxial compression test PY - 2014 SN - 978-972-8692-85-8 SP - Paper ID 1484, 1 EP - 14 AN - OPUS4-31138 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo A1 - Fontana, Patrick ED - Lourenco, P.B. ED - Haseltine, B.A. ED - Vasconcelos, G. T1 - Bond strength of anchor pins for earth block masonry N2 - Connections improvement plays a key role in seismic upgrade of historical buildings. Their global response is related to the behaviour of the single structural elements as well as by their mutual connections. Up to now limited data is available on the performance of grouted anchor pins in earthen materials where the critical point is the bond between the grout and the earthen substrate. In this paper results of the experimental testing performed on earth block masonry are presented. Pull-out tests were carried out to investigate the bond strength and failure modes of stainless steel as well as glass fiber reinforced polymer (GFRP) rods with a lime based hydraulic grout and their compatibility with earth block masonry. GFRP rods were investigated as an alternative bonded-in anchorage material to the commonly used steel. In comparison with steel, they have a reduced weight and a reduced coefficient of thermal expansion. Their lower modulus of elasticity seems to be more compatible with the modulus of elasticity of earthen materials, although they exhibit a brittle fracture with lack of plastic phase. T2 - 9th IMC - International Masonry Conference CY - Guimaraes, Portugal DA - 07.07.2014 KW - Earth block masonry KW - Pull-out tests KW - Anchor pins KW - Lime based hydraulic grout KW - Pull-out testing PY - 2014 SN - 978-972-8692-85-8 SP - Paper ID 1623, 1 EP - 12 AN - OPUS4-31139 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - H-House/Healthier life with eco-innovative components for housing constructions T2 - ECTP Construction and Built Environment: Future Horizons CY - Brussels, Belgium DA - 2014-06-17 PY - 2014 AN - OPUS4-31103 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - Static behaviour of earth block masonry: experimental testing and finite element modelling T2 - 9th International Masony Conference CY - Cuimares, Portugal DA - 2014-07-07 PY - 2014 AN - OPUS4-31104 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Miccoli, Lorenzo T1 - Bond strength of anchor pins for earth block masonry T2 - 9th International Mansonry Conference CY - Guimarães, Portugal DA - 2014-07-07 PY - 2014 AN - OPUS4-31105 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -