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1 DETAILED FIRM BROCHURE

2 About us SDA-engineering GmbH was founded in August 2006 by Dr.-Ing. Christoph Butenweg and Dr.-Ing. Philippe Renault after many years of collaboration at the Chair of Structural Statics and Dynamics of RWTH Aachen University. The gained experience of the partners during that time still forms the basis of the professional competence and the continuous development of the SDA-engineering GmbH. The main application areas are the execution of static and dynamic analyses in structural engineering, earthquake engineering and the development of innovative software solutions for complex structural problems. Since 2009 Dr.-Ing. Timo Schmitt works for SDA-engineering GmbH and guides the working area Engineering Seismology and Soil dynamics. He worked several years at the Bundesanstalt für Geowissenschaften und Rohstoffe and is a well-known expert for seismic hazard analysis. The leading team of SDA-engineering GmbH was completed in 2011 by Dr.-Ing. Christoph Gellert, a well experienced senior engineer in the field of Structural Dynamics and responsible for project management. The team currently consists of five doctoral civil engineers, two graduate civil engineers and is complemented by a mathematician, responsible for software development and measurement techniques. 3

3 Team Dr.-Ing. Christoph Butenweg Partner and Manager Dr.-Ing. Christoph Gellert Partner Dr.-Ing. Timo Schmitt Dipl.-Ing. Margarita Chasapi Dipl.-Ing. Sebastian Kemper Dr.-Ing. Britta Holtschoppen Dr.-Ing. Britta Rosen Dipl.-Math. Stephan Dreyer Annette Jandeleit Contact Phone: Fax:

4 Activities in Code Committees and Associations Fields of Activity The members of the SDA-engineering GmbH are engaged in different committees and associations. The activities expand the expertise of our company and result in close contacts to approving authorities, international research institutions and representatives Activities of code committees. Furthermore, we are collaborating closely with the Chair of Structural Statics and Dynamics of RWTH Aachen University, where Dr.-Ing. C. Butenweg is working since 2001 as Chief Engineer. Static and Dynamic Analyses Structural Design Plant Engineering Tanks and Vessels Machine Foundations Masonry Buildings Pipeline Construction Existing and Historical buildings Retaining Structures Engineering Seismology and Soil Dynamics Seismic hazard Assessment Soil Dynamics Aanalysis Dr.-Ing. C. Butenweg, Dr.-Ing. T. Schmitt: Code committee construction engineering NA AA, Technical committee earthquake, special problems (Preparation of the earthquake codes DIN 4149 and Eurocode 8 with National Annex for Germany) Dr.-Ing. C. Butenweg: Code committee construction engineering NA AA, Technical committee Earthquake safety of masonry structures President of the German Society of Earthquake Engineering and Structural Dynamics (registered association) Contact person of the International Atomic Energy Agency (IAEA) Dr.-Ing. T. Schmitt: Nuclear safety standard commission KTA Soil-Structure-Interaction Dynamic Measurements and Vibration Insulation Probabilistic Analyses and Fragility Curves Short-Term Dynamic Analyses for Extreme Loading Software Development MINEA VLoad SVBS Easy Silo SEISPRO Product Development Engineering Expert Reports 6 7

5 Static and Dynamic Structural Analyses We conduct structural analyses for all kinds of simple and complex problems and can create calculation models using the entire software range from easy-to-use small software design packages to highly sophisticated fi nite element programs such as INFOCAD and ANSYS. The main objective is the calculation and structural design of load-bearing structures as the basis for the structural planning that we carry out in cooperation with our partner in Stolberg (El Deib: Engineering Offi ce for Structural Planning) for all work stages in accordance with Section 64 of the German Schedule of Service and Fees for Architects and Engineers (HOAI). SDA-engineering GmbH is specialized in dynamic structural analyses with a scope of services ranging from the investigation of individual structural components to the time-consuming simulation of load-bearing structures subjected to dynamic loads as a result of earthquakes and induced vibrations. One of the core competencies of SDAengineering GmbH is the earthquakeresistant design of common buildings and special structures of all kinds. We are able to provide you with economical solutions for structures under planning and with upgrading strategies for existing structures conform to European or International Standards. If necessary, load-bearing reserves from non-linear material behaviour are taken into account and innovative design procedures are applied in order to verify the structural safety and serviceability. Furthermore, useful life estimates and damage analyses also enable an economic evaluation of planned and existing buildings. STRUCTURAL DESIGN PLANT ENGINEERING TANKS AND VESSELS MACHINE FOUNDATIONS MASONRY BUILDINGS PIPELINE CONSTRUCTION EXISTING AND HISTORICAL BUILDINGS RETAINING STRUCTURES 8 9

6 STATIC AND DYNAMIC STRUCTURAL ANALYSES Structural Design Structural design is offered for all building types, ranging from standard residential buildings to multi-storey buildings. In case of more complex structural systems and geometries, three-dimensional models are applied, which are also necessary for the seismic design of structures. The import of CAD-fi les into the calculation software ensures an effi cient generation of the structural calculation models. The design is accomplished automatically based on the calculation results. INFOCAD and MINEA are the main software packages that are used for the calculations. Regierungspräsidium Tübingen Vermögen und Bau Baden-Würtemberg 2006 Aufstockung Bestandsgebäude Universität Köln Lautenbach Ingenieurbüro für Bauwesen 2009 Erdbebennachweis Wohnhaus in Aachen FAVORIT Haus- Vertriebs GmbH 2012 Auslegung von modularen Containerbauwerken Säbu-Morsbach GmbH 2012 Butenweg, C, Roeser, W.: Erdbebenbemessung von Stahlbetontragwerken nach DIN EN , Stahlbetonbau-Aktuell, 2012 Butenweg, C., Gellert, C.: Integrale Gebäudeplanung am Beispiel eines Geschossbaus in Ziegelmauerwerk, Mauerwerk, Band 16, Nr. 5, S ,

7 STATIC AND DYNAMIC STRUCTURAL ANALYSES Plant Engineering Plant engineering is characterized SDA-engineering GmbH has many for the assessment of earthquake safety foundation, new approaches for the by continuously changing conditions years of experience in the assessment of the structural system with respect to assessment of the seismic vulnerability due to modifi cations of the production of plants and the estimation of their the interaction of the plant components of existing plants are compiled by SDA- processes. In the case of reconstructions, earthquake safety. SDA-engineering and the load-bearing structure was engineering GmbH in cooperation a reassessment of the construction might was involved in the compilation of developed and continuously improved in with RWTH Aachen University and the be necessary taking into account the the VCI-Guideline, in which special close cooperation with plant engineers. Chemical Industry. This knowledge is modifi ed static system of the structure. This rules regarding the consideration of Within the context of a transfer project, integrated into the further development of represents a major challenge, especially earthquake loads in plant engineering fi nanced by the German Science the seismic safety evaluation procedure. in the question of earthquake safety. are provided. An evaluation procedure Standsicherheitsnachweis für den Lastfall Erdbeben Lyondell Basell Wesseling 2011 Erdbebenberechnung einer Produktionsanlage für Photovoltaikmodule mit Standort Rouiba in Algerien Mayer-Vorfelder und Dinkelacker, Sindelfi ngen 2012 Begutachtung von Industrieanlagen nach dem VCI-Leitfaden am Standort Leverkusen Bayer Material Science, Leverkusen 2013 Begutachtung von Industrieanlagen nach dem VCI-Leitfaden am Standort Ludwigshafen BASF SE, Ludwigshafen 2013 Nachweis der Erdbebensicherheit für den Hallenkomplex mit AVR-Behälterlager auf dem Gelände des Forschungszentrums Jülich WTI GmbH, Jülich 2013 Butenweg, C., Holtschoppen, B., Meskouris, K.: Erdbebensichere Auslegung von Industrieanlagen, Bauingenieur, Band 84, Nr. 3; S. S9-S14, 2009 Butenweg, C., Dargel, H.-J., Höchst, T., Holtschppen, B., Schwarz, R., Sippel, M.: VCI-Leitfaden Der Lastfall Erdbeben im Anlagenbau, 2. Aufl age, Frankfurt: Verband der Chemischen Industrie, 20 Seiten,

8 STATIC AND DYNAMIC STRUCTURAL ANALYSES Tanks and Vessels The analysis of storage tanks and vessels according to national, European and international Standards has been for the last few years an integral part of the activities of SDA-engineering GmbH. With a cost-effective and earthquake resistant design as an objective target, an automated design tool based on a three-dimensional fi nite-element model has been developed. Soil-structure interaction effects that are particularly optionally considered within the scope of the model generation. The application of seismic loads is achieved by means of an iterative procedure, according to which equivalent pressure components representing the dynamic behavior of the tank are taken under consideration. Base isolations can be applied in case of high seismicity levels, above which wall thicknesses resulting from conventional design appear uneconomic. important in case of seismic actions are Ermittlung von Etagenantwortspektren für ein Tankbauwerk in Antwerpen unter Berücksichtigung der Boden-Bauwerk Interaktion TGE Gas Engineering GmbH, Bonn 2010 Erdbebenberechnung von vier Behältern einer Biogasanlage, Weltec Biopower, Vechta 2013 Nachweis der Erdbebensicherheit für einen zylindrischen Festdachtank und einen Kugelbehälter, BASF SE, Ludwigshafen 2011 Durchführung von zwei Tanknachweisen unter Berücksichtigung des Lastfalls Erdbeben Haltermann GmbH, Hamburg 2013 Butenweg, C., Holtschoppen, B., Meskouris, K., Park, J.: Seismische Auslegung von Silo- und Tankbauwerken, Festschrift für Prof. Dr.-Ing Mangerig, 2010 Butenweg, C., Rosin, J.: Seismic response of conventional and base-isolated liquid storage tanks, International Conference on Earthquake Engineering, , Skopje, Mazedonien,

9 STATIC AND DYNAMIC STRUCTURAL ANALYSES Machine Foundations Machine foundations have to be designed as vibration resistant in order to ensure the continuous and safe operation of machines. Appropriate design measures securing operational stability under cyclic loading are therefore required. For this purpose, fatigue analysis has to be carried out accordingly. Technical and economic factors necessitate in many cases the application of isolation measures. An active isolation prevents vibration effects induced by the machine to the surrounding structure, whereas a passive isolation minimizes disturbance effects induced by the machine to the surrounding structure. A suffi ciently designed isolation can generally achieve active as well as passive isolation effects. Dynamische Auslegung eines Tischfundaments Bayer Technology Services, Leverkusen 2009 Dynamische Auslegung eines Maschinenfundamentes einer Kohlemühle KTI-Schwingungstechnik, Mettmann 2009 Dynamische Auslegung von Fundamentwannen für Maschinenaufstellungen KTI-Schwingungstechnik, Mettmann 2010 Meskouris, K., Hinzen, K.-G., Butenweg, C., Mistler, M.: Bauwerke und Erdbeben, 3. erweiterte und aktualisierte Aufl age mit Anwendungen nach DIN 4149:2005 und DIN EN , Vieweg-Verlag,

10 STATIC AND DYNAMIC STRUCTURAL ANALYSES Masonry Structures The safety verifi cation of unreinforced shown their resistance in past events. wall geometry and vertical loading. projects. The deformation-based masonry structures under horizontal Therefore, SDA-engineering utilizes The curves are approximated by verifi cation procedure was successfully loading due to seismicity or wind is nonlinear bearing reserves by using means of a bilinear idealization using applied to prototype and real buildings rather complex, if traditional design state-of-the-art deformation-based the initial stiffness, the maximum shear and verifi ed by independent experts methods in combination with increased verifi cation procedures considering capacity and the ultimate drift capacity and the building authorities in Germany. loads as indicated by the new code the nonlinear material behaviour with according to relevant European The application of the innovative generation are applied. In doing so, its post-peak capacity. The procedure standards. The approximation is based verifi cation procedure allows again the structural safety cannot be verifi ed is based on the load-deformation on results of more than 60 cyclic shear the realization of complex buildings in even for traditional ground plan curves of single masonry shear walls wall tests which were carried out within earthquake regions satisfying modern confi gurations, which already have depending on material combination, the framework of European research architectural demands at the same time. Photo: Wienerberger Thomas Büsching Durchführung von Variantenberechnungen für Mauerwerksbauten unter Erdbebenbelastung Deutsche Gesellschaft für Mauerwerksbau, Berlin 2009 Untersuchung der Erdbebensicherheit von Porenbetonmauerwerk mit horizontaler Fugenbewehrung NV Bekaert SA Zwevegem, 2009 Erdbebenberechnung eines Wohnhauses in Aachen Favorit-Haus, Möhnesee 2012 Norda, H., Butenweg, C.: Möglichkeiten und Grenzen der Anwendbarkeit statisch nichtlinearer Verfahren nach DIN EN , Bauingenieur, Band 86, S. S13-S21, 2011 Butenweg, C., Gellert, C., Nichtlinearer Nachweis von Mauerwerksbauten Ergebnisbericht des AIF-Forschungsprojekts, Mauerwerk, Band 17, Nr. 3, S. 1-6,

11 STATIC AND DYNAMIC STRUCTURAL ANALYSES Pipeline Construction The analysis of pipelines in industrial facilities is a complex task, because of the interactions with the surrounding structural system. For a suffi cient design, these interactions shall be taken into account according to the current codes and guidelines. Furthermore, especially the calculation and design of buried pipelines is a challenging task, as the interaction effects between the pipeline and the surrounding soil plays an important role and is rather diffi cult to simulate. We solved this problem through the development of sophisticated three-dimensional simulation models, in which the pipeline is represented by nonlinear beam elements and the contact to springs with nonlinear empirical loaddisplacement curves acting in axial, torsional and vertical direction. The seismic ground motion is caused by shear waves, which propagate orthogonally to the propagation direction of the earthquake and exhibit higher amplitudes in comparison to the compression waves. The calculations of pipelines are carried out on the safe side for a horizontally propagating seismic wave with a low wave velocity. SDA-engineering GmbH possesses extensive experience in the calculation of pipelines and will provide you with reliable and economic design solutions. Please contact us for innovative pipeline designs. the surrounding soil is captured by Erstellung einer Rohrstatik Eurovia- Teerbau NL Köln/ ZNL, Aachen 2006 Seismischer Nachweis der CO-Pipeline von Dormagen nach Krefeld Bayer Technology Services, Leverkusen 2010 Durchführung von Erdbebenbeurteilungen am Standort Worms auf Grundlage des neuen VCI- Leitfadens in Kombination mit der DIN EN /NA Evonik Industries AG, Worms

12 STATIC AND DYNAMIC STRUCTURAL ANALYSES Existing and Historical Buildings The earthquake safety of existing buildings and famous historical buildings plays an important role for the culture and the society. The verifi cation of the seismic safety requires extensive surveys of existing documents and collection of available data like structural drawings, static calculations and geotechnical reports. Thereafter, a structural analysis with safety factors in dependence on the state of knowledge can be carried out. Extensive experiences were gained during the investigation of the famous and well-known Aachen cathedral, which can be easily transferred to other historical buildings. Planung und statische Berechnung des Umbau eines Mehrfamilienhauses Edgar Sayn, Aachen 2007 Überprüfung der Erdbebensicherheit des Landtagsgebäudes in Düsseldorf Landtag Düsseldorf, Düsseldorf 2007 Erdbebenertüchtigungsmaßnahmen zur Sicherstellung der Erdbebensicherheit des Regierungspräsidiums Tübingen Vermögen und Bau Baden-Würtemberg, Stuttgart 2010 Butenweg, C.: Bewertung der Erdbebensicherheit von bestehenden Bauwerken, Erdbebenseminar des österreichischen Ingenieur- und Architektenvereins (ÖIAV), Wien, 2007 Kuhlmann, W., Butenweg, C. Meskouris, K, Kempen, Th.: Simulation des Tragverhaltens des Aachener Doms im Erdbebenfall, Die karolingische Pfalzkapelle, Material, Bautechnik, Restaurierung, Arbeitsheft der rheinischen Denkmalpfl ege 78,

13 STATIC AND DYNAMIC STRUCTURAL ANALYSES Dam Structures Numerous dams serve to supply the safety verifi cation of the dam stability circle. The forces are calculated by Otherwise, three-dimensional models population with energy and drinking can be investigated with a fi nite integrating the stresses from the fi nite need to be taken into account. In some water. Dam structures include not element model on the basis of the Krey- element model along the regarded cases, the soil-structure-interactions only retaining walls surrounding wide Bishop procedure with the assumption sliding circle. Pseudo-static procedures effects must be considered in order to valleys, but also earth dams, which fi t of circular sliding surface. In case of can also be applied as an alternative. avoid the occurrence of wave refl ection harmoniously into the landscape and an exact calculation, a time history When calculating dam structures, in the models. SDA-engineering GmbH at the same time can be economically analysis is executed, in which the state one can work with two-dimensional gained extensive experience with erected. Retaining structures need to of stress within the dam is recalculated calculation models as long as the curve safety verifi cation of dam structures in be provided with proof of earthquake at each time increment. Thereafter the of the dam wall is only moderate. the scope of diverse former projects. resistance due to their high degree of decisive sliding circle is determined on relevance. The earthquake return period the basis of the state of stress at each has to be selected in accordance with time step, by comparing the retentive the existing dam structure class. The and impulsive forces along the sliding Standsicherheitsnachweises für den Entnahmeturm der Rurtalsperre Schwammenaul Wasserverband Eifel-Rur, Düren 2010 Durchführung des Standsicherheitsnachweises für den Entnahmeturm der Wehebachtalsperre - Wasserverband Eifel-Rur, Düren 2010 Standsicherheitsnachweise der Rurtalsperre Schwammenaul für statische Lasten und den Lastfall Erdbeben Wasserverband Eifel-Rur, Düren 2010 Meskouris, K., Butenweg, C. (Hrsg.): Neubewertung der Erdbebensicherheit von Talsperren in Deutschland, DGEB-Publikation Nr. 12, 2005 Butenweg, C., Kuhlmann, W., Bettzieche, V.: Baudynamische Untersuchung von Talsperren, Bauingenieur, Band 80, Nr. 3, S. S2-S6,

14 Engineering Seismology and Soil Dynamics Earthquakes belong to the most destructive natural disasters. Engineering seismological studies enable the evaluation of site-specifi c seismic loads (response spectrum, strong motion duration etc.). This is important especially for constructions with higher safety requirements like dams, industrial facilities or nuclear power plants. For the calculation of the earthquake hazard, usually probabilistic analyses are used under a systematic consideration of uncertainties. Upon request, deterministic hazard analyses are conducted as well. For the refi nement of the site-specifi c accelerations soil dynamic calculations are performed. SDA-engineering is working as a technical reviewer in the PEGASOS Refi nement Project regarding the seismic hazard assessment of Swiss nuclear power plants and participates in the development of codes and guidelines for nuclear facilities in national and international working groups. The networking with colleagues worldwide and the cooperation with RWTH Aachen University in research projects ensures that the high expertise in this fi eld considers the current stateof-the-art. SEISMIC HAZARD ASSESSMENT SOIL DYNAMIC ANALYSES SOIL-STRUCTURE-INTERACTION Bericht zur Ermittlung der seismischen Standortgefährdung an Standorten deutscher Kernkraftwerke Gesellschaft für Anlagen- und Reaktorsicherheit mbh, Köln 2010 Seismische Standortgefährdungsanalyse für einen Standort in Japan Enercon GmbH, Aurich 2011 Untersuchung der Boden-Bauwerk Wechselwirkung von Windkraftanlagen unter dynamischen Beanspruchungen Enercon GmbH, Aurich 2012 Schmitt, T. (2010): From earthquakes to seismic hazard. -- EUROSAFE TRIBUNE #18, Published jointly by GRS and IRSN, les/tb%2018%20fi n-for-web.pdf, 2010; Schmitt, T.: Zusammenhänge zwischen makroseismischen Intensitäten und Antwortspektren, Erdbebendauer und Bauwerksvulnerabilität; Dissertation, RWTH Aachen, Klinkenberg Verlag,

15 ENGINEERING SEISMOLOGY AND SOIL DYNAMICS Seismic Hazard Assessment Soil Dynamic Analyses Seismic design loads for standard calculations are used to further specify The seismic impact at a site is strongly analyses. Therefore, the soil layers are buildings are given in seismic building the local soil conditions. The cost- infl uenced by the local soil- and modelled with their dynamic properties. codes. Special engineering constructions benefi t and the accuracy of the seismic subsoil conditions. Resonance effects, Based on an input seismic motion at like dams or industrial facilities are out hazard assessment are matched to which lead to an amplifi cation in the engineering bedrock given by a code of the scope of standard building codes the safety requirements. A high level response spectrum, are not captured spectrum or out of a site specifi c seismic and require higher safety levels and of comprehension and accuracy by generalised code spectra. In order hazard study the motion and response longer earthquake recurrence periods. regarding the seismic hazard analysis is to account for site effects and for an spectra at the free-fi eld level or at any Seismic loads based on generalised demanded for the evaluation of seismic accurate specifi cation of the seismic other level at depth (e.g. foundation code response spectra can only very loads for nuclear facilities. The analyses loads, we conduct soil dynamic level) is calculated. roughly incorporate regional seismicity have to consider the current state-of- and local soil conditions. the-art and to incorporate uncertainties SDA-engineering GmbH performs in a broad range. A modern and site-specifi c seismic hazard analyses powerful software package is available and calculates seismic loads for the for probabilistic hazard analyses. requested earthquake recurrence On request, an assessment of the soil periods. Therefore, a probabilistic liquefaction potential is conducted model is used that incorporates the under consideration of peak ground surrounding seismicity in a large- acceleration, structural loads and local scale and allows the consideration of soil properties. parameter uncertainties. Soil dynamic Soil-Structure-Interaction The interaction between the soil and Besides the application in the nuclear the building construction infl uences industry, accounting for soil-structure- the transmission of the seismic waves interaction leads to a more optimised from the free-fi eld to the foundation of and more effi cient design also for other the building and modifi es the response constructions. For instance, for the spectrum. The direct application of design of wind turbines soil-structure- the free-fi eld motion at the building interaction has a considerable infl uence foundation is not always conservative. on the calculated results and has to For the calculation of fl oor response be taken into account under certain spectra combined models with soil circumstances. layers and building structure are used

16 Measurements and Vibration Isolation The assessment of the vibration behaviour of existing buildings and the calibration of numerical models can be carried out based on structural dynamic measurements. The necessary technical equipment, including several geophones and highly sensitive velocity- and accelerometers are readily available. Powerful professional and inhouse software packages are used for evaluating the measurement results for short- as well as long-term measurements. Typical applications are vibrations induced on buildings by the following sources: Machine induced vibrations Rail- and road traffi c DIN 4150 Teil 2: Einwirkungen auf Menschen in Gebäuden Anlagen Beispiel: Erschütterungen infolge Maschinen Construction works Bell ringing Explosions The analyzed measured vibrations are utilized for the development and suggestion of appropriate active and passive vibration control measures. Vibration measurements are also used for checking the effi ciency of isolation measures applied for instance in buildings with highly sensitive machines or equipment. In this case unascertainable vibrations for humans can be already unacceptable perturbations, which have to be avoided for an undisturbed operation. The serviceability of such buildings with highly vibration sensitive equipment must be investigated, since the requirements lie in the sub-micrometer range. A verifi cation of the code and guideline requirements within this measurement range is only possible by means of vibration measurements. Schwingungsmessung und Bewertung nach DIN 4150 CWS-boco Deutschland GmbH, Dreieich 2010 Dynamische Auslegung von vier Fundamentwannen für Maschinenaufstellungen KTI- Schwingungstechnik, Mettmann 2011 Schwingungsmessungen an der Ost-Tribüne der Airberlin World in Düsseldorf Gehlen Beratende Ingenieure, Düsseldorf Schwingungsmessungen zur Analyse der Wellenausbreitung durch Schwingungen induziert durch Windenergieanlagen Enercon GmbH, Aurich 2011 Kuhlmann, W., Butenweg, Meskouris, K.: Baudynamische Untersuchung des Aachener Doms unter Erdbebenbelastung, Bautechnik, Band 80, Nr. 10, S , 2003 Renault, P., Butenweg. C., Meskouris, K.: Baudynamische Untersuchung von Brückenbauwerken im Kölner Raum. Baudynamik VDI Tagung in Kassel, S ,

17 Probabilistic Analyses and Fragility Curves Fragility curves are cumulative distribution investigations or simulations. A typical A reduction of the computational time parameter and the structural response. functions, which are used to describe example for a traditional simulation can be achieved by using Response These so-called meta-models enable an the relationship between the acting approach is the application of Monte- surface models (RSM - Meta-Model ), effi cient evaluation of fragility curves. loads and the probability of failure. The Carlo simulations, which consider both which can be developed for each level The probabilistic analysis is executed simplest way for deriving fragility curves the stochastic characteristic of the seismic of loading based on the principals with the fi nite element software ANSYS, is the empirical compilation of fragility input and the variation of the resistance in of Design of experiments (DOE). for which SDA-engineering GmbH curves based on damage assessment terms of distribution functions or random The response surface models deliver developed special program modules and engineering knowledge. A more fi elds. a mathematical description of the using the ADPL-programming language. precise prediction can be obtained with dependency between the signifi cant input fragility curves based on experimental Seismische Auslegung von Containerbauwerken mit Standort in Afghanistan auf Grundlage von Simulationen, Rütteltischversuchen und vor-ort Schwingungsmessungen Deutsche Bundeswehr, Koblenz 2007 Stellungnahme zur erdbebensicheren Auslegung des Kraftwerks in Lausward Stadtwerke Düsseldorf AG, Düsseldorf 2010 Beurteilung von Bestandsbauten weltweit unter Ansatz verschiedener seismischer Wiederkehrperioden Auswärtiges Amt, Berlin 2013 Karimi, I., Butenweg, C., Toll, B.: Vulnerability Assessment of Industrial Facilities. Proceedings of the tenth international conference on civil, structural and environmental engineering computing, Rom, 2005 Renault, P., Meskouris, K., Gellert, C.: Seismic Vulnerability Assessment of Bridges in Germany. In: Cruz, S., P. J., Frangopol, M., D., Neves & C., L. (editors): Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost. pp. 553 f., Porto, Portugal,

18 Short Term Dynamic Analyses for Extreme Loadings The design of safety relevant structures and components requires the consideration of highly dynamic loads as result of actions like explosions, air plane crashes or missile impacts. The investigation of these exceptional load cases is getting more and more important since the attacks of 11 September 2001 at the World Trade Center in New York. An adequate structural design against impact loads is fulfi lled, if the failure of single elements is compensated by force redistribution without a total structural collapse. The specifi ed loads are extreme dynamic impacts, which affect structures or structural components within the time range of milliseconds. The analysis and design of structures under impact loads is a challenging task for the responsible engineers. A realistic estimation of the impact is quite complex and not suffi ciently regulated in the relevant design codes and guidelines, so that experimental tests or time consuming simulations are unavoidable. The SDAengineering GmbH is well experienced in executing short term dynamic analyses and offers highly dynamic calculations on request. Auslegung eines Anprallschutzes unter dynamischen Beanspruchungen Stahlbau Küppers, Alsdorf 2006 Kurzzeitdynmische Berechnungen von Impact-Belastungen auf Stahlbetonstrukturen swissnuclear Olten, Schweiz 2012 Butenweg C., Kleemann, A. Ikier, A.: Dynamisches Verhalten von Stahlbetonplatten unter Impact- Belastungen, Bauingenieur, D-A-CH-Mitteilungsblatt, Band 88, Nr. 5, S. S7 S. S14, April 2013 Butenweg, C., Kleemann, A., Altay, O., Renault. P.: Simulation of impact-loads on reinforced concrete structural elements, , SMIRT 22, San Francisco, California,

19 MINEA Veryfi cation of Masonry Structures Software Development SDA-engineering has a strong background in software development, combined with expertise in structural engineering consultancy. This combination guarantees the documentation. SDA-engineering has already developed software packages for silos, signal processing, risk and vulnerability assessment and seismic design of structures. All packages development of software packages for optimized design procedures, which fully meet the demands of are successful introduced into the engineering practice and refl ecting the current state-of-the art. Moreover SEISPRO Signal Processing Software the engineering practice. In the development process special attention is paid on intuitive handling and detailed we offer the development of highly specialized software packages for user-related problems. SVBS Seismic Vulnerability-Benchmark- System for Bridges Easy Silo: Silobemessungsprogramm seit 2008 VLOAD Verifi cation of Knife-Edge Bearings for Arcelor-Mittal Sheet Pile Wall Profi les SEISPRO: Signalverarbeitungssoftware seit 2008 MINEA: Nachweis von Mauerwerksbauten, seit 2009 SVBS: Seismic Vulnerability-Benchmark-System for Bridges seit 2010 VLoad: Nachweis der Schneidenlagerung für ArcelorMittal Spundwandprofi le seit 2012 Butenweg, C., Gellert, C., Meskouris, K.: Einfache Nachweise Einige Beispiele für die Anwendung des Bemessungsprogramms der RWTH Aachen für den Nachweis von Mauerwerksbauten in Erdbebengebieten, Deutsches IngenieurBlatt, Nr. 6, S , 2009 Butenweg, C., Gellert, C., Meskouris, K.: Iterativ verbessert, Deutsches IngenieurBlatt, Nr. 5, S ,

20 Dipl.-Ing. Julia Rosin Francesca Taddei, M.Sc. Dr.-Ing. Timo Schmitt Juni 2012 DGEB-ERKUNDUNGSREISE ERDBEBENSCHÄDEN IN DER EMILIA ROMAGNA / NORDITALIEN Product Development Another fi eld of activity of SDAengineering GmbH is the transfer of recent research results into the engineering practice, by means of extensive activities in the interface between research and practise. SDAengineering GmbH collaborates with universities and is an active partner within collaborative projects of industrial partners and universities. The results of this fruitful cooperation are innovative product developments with short-term introduction to the market. The obtained project results and products are introduced to professional circles within the framework of advanced training seminars and further educational courses. EARTHQUAKE DAMAGE AT EMILIA ROMAGNA / NORTH ITALY Publikation Nr. 15 DEUTSCHE GESELLSCHAFT FÜR ERDBEBENINGENIEURWESEN UND BAUDYNAMIK E.V. C. Butenweg (Hrsg.), Aachen, 2013 DIBt-Forschungsvorhaben zum Eurocode 8: Auslegung von Bauwerken gegen Erdbeben Anwendungserprobung, Laufzeit: DFG-Transferprojekt ME 712/9-1: Seismische Risikobewertung von bestehenden Industrieanlagen, in Kooperation mit dem Lehrstuhl für Baustatik und Baudynamik der RWTH Aachen, Laufzeit: EU-Projekt INSYSME: Innovative systems for earthquake resistant masonry enclosures in reinforced concrete buildings, 2013 Untersuchung der Optimierungsmöglichkeiten der aktuellen Tankkonstruktion, Weltec Biopower, Vechta

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