Portfolio Archive - Seismosoft Earthquake Engineering Software Solutions Fri, 03 Jul 2026 11:57:02 +0000 en-US hourly 1 https://wordpress.org/?v=7.0.3 Εxample with the ssilink1 macro-element https://seismosoft.com/portfolio/%ce%b5xample-with-the-ssilink1-macro-element/ Tue, 30 Jun 2026 09:07:07 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20050 This is a bridge model with “pile-column”/”monoshaft”/”extended pile shaft” supports according to the Caltrans seismic design for bridges with monoshaft supports of type II. It has 3 columns on the pile macro-elements and the loading is bi-directional. The model was created by Antonio Araujo Correia.

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]]> This is a bridge model with “pile-column”/”monoshaft”/”extended pile shaft” supports according to the Caltrans seismic design for bridges with monoshaft supports of type II. It has 3 columns on the pile macro-elements and the loading is bi-directional. The model was created by Antonio Araujo Correia.

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]]> Pushover analysis of a 14-storey building with core walls https://seismosoft.com/portfolio/pushover-analysis-of-a-14-storey-building-with-core-walls/ Mon, 29 Jun 2026 08:41:49 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=19912 This is the model of a 14-storey residential building with a total floor area of approximately 7.500m2. The building is located in Bucharest, and its total height is 44.00m. The model was created by DI&A Design.

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]]> This is the model of a 14-storey residential building with a total floor area of approximately 7.500m2. The building is located in Bucharest, and its total height is 44.00m. The model was created by DI&A Design.

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]]> Εxample with the ssilink1 macro-element for footings https://seismosoft.com/portfolio/%ce%b5xample-with-the-ssilink1-macro-element-for-footings/ Tue, 30 Jun 2026 09:04:14 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20047 This is a simple example for the modeling of a 5.00×2.50 footing subjected to dynamic loading with the ssilink1 macro-element for footings. Note that when using the SSI macro-elements users are advised to apply the initial loads in more than 1 steps, due to the inelastic response of the soil. The model was created by [...]

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]]> This is a simple example for the modeling of a 5.00×2.50 footing subjected to dynamic loading with the ssilink1 macro-element for footings. Note that when using the SSI macro-elements users are advised to apply the initial loads in more than 1 steps, due to the inelastic response of the soil. The model was created by Antonio Araujo Correia.

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]]> 4-storey building with soft storey, strengthened with different methods https://seismosoft.com/portfolio/4-storey-building-with-soft-storey-strengthened-with-different-methods/ Tue, 30 Jun 2026 08:59:57 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20039 This is a set of models of a typical building of the 1980’s in Greece with a soft storey at the ground level. The original and the strengthened building models (for different strengthening methods, namely RC jackets, new shear walls, FRP wraps, steel braces and base isolation) are provided. The SeismoStruct project files for Eigenvalue, [...]

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]]> This is a set of models of a typical building of the 1980’s in Greece with a soft storey at the ground level. The original and the strengthened building models (for different strengthening methods, namely RC jackets, new shear walls, FRP wraps, steel braces and base isolation) are provided. The SeismoStruct project files for Eigenvalue, Pushover and Dynamic analysis for each case are provided. The models were created by Seismosoft.

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]]> Keritis Bridge https://seismosoft.com/portfolio/keritis-bridge/ Tue, 30 Jun 2026 08:52:17 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20036 This is the model of a 1908 masonry bridge in Greece. The SeismoStruct pushover analysis files are provided. The model was created by OTM Kalliergos ltd.

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]]> This is the model of a 1908 masonry bridge in Greece. The SeismoStruct pushover analysis files are provided. The model was created by OTM Kalliergos ltd.

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]]> Plaka Bridge https://seismosoft.com/portfolio/plaka-bridge/ Tue, 30 Jun 2026 08:46:17 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20032 This is the model of a 19th century arch masonry bridge in Greece. SeismoStruct files for Dynamic, IDA, Pushover (conventional and adaptive) and Eigenvalue analysis are provided. The model was created by OTM Kalliergos ltd. See also: https://en.wikipedia.org/wiki/Plaka_Bridge.

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]]> This is the model of a 19th century arch masonry bridge in Greece. SeismoStruct files for Dynamic, IDA, Pushover (conventional and adaptive) and Eigenvalue analysis are provided. The model was created by OTM Kalliergos ltd. See also: https://en.wikipedia.org/wiki/Plaka_Bridge.

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]]> Scoliosis Modelling https://seismosoft.com/portfolio/scoliosis-modelling/ Tue, 30 Jun 2026 08:43:27 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20029 These are two SeismoStruct models of a human body with scoliosis. The models display the correct of wrong implementation of typical exercises employed to reduce the scoliosis cob angle. The SeismoStruct project files for static time-history analysis are provided. The model was created by Seismosoft.

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]]> These are two SeismoStruct models of a human body with scoliosis. The models display the correct of wrong implementation of typical exercises employed to reduce the scoliosis cob angle. The SeismoStruct project files for static time-history analysis are provided. The model was created by Seismosoft.

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]]> Offshore Platform https://seismosoft.com/portfolio/offshore-platform/ Tue, 30 Jun 2026 08:37:05 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20026 This is a model of a steel offshore platform The SeismoStruct project files for Dynamic and Eigenvalue analysis are provided.

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]]> This is a model of a steel offshore platform The SeismoStruct project files for Dynamic and Eigenvalue analysis are provided.

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]]> Progressive Collapse Example https://seismosoft.com/portfolio/progressive-collapse-example/ Tue, 30 Jun 2026 08:00:06 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20023 This is a sample model for the simulation of the progressive collapse effects caused by the sudden removal of column of the building. The SeismoStruct project file for Dynamic analysis is provided. The model was created by Seismosoft.

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]]> This is a sample model for the simulation of the progressive collapse effects caused by the sudden removal of column of the building. The SeismoStruct project file for Dynamic analysis is provided. The model was created by Seismosoft.

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]]> SSI_PY Response Curve https://seismosoft.com/portfolio/ssi_py-response-curve/ Tue, 30 Jun 2026 07:58:05 +0000 https://seismosoft.com/?post_type=avada_portfolio&p=20020 This model is a sample file for the use of the SSI_PY response curve to simulate the soil structure interaction during the dynamic analysis of a pile. The SeismoStruct project file for Dynamic analysis is provided.

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]]> This model is a sample file for the use of the SSI_PY response curve to simulate the soil structure interaction during the dynamic analysis of a pile. The SeismoStruct project file for Dynamic analysis is provided.

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