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George E. Brown, Jr. Network for Earthquake Engineering Simulation. Joint development of OpenSees and its A pplications in Earthquake-Induced D isaster Evolution of C ivil Infrastructures.
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George E. Brown, Jr.Network for Earthquake Engineering Simulation Jointdevelopment of OpenSees and its Applications in Earthquake-Induced Disaster Evolution of Civil Infrastructures. Research Team: JinpingOu, Zheng He (DUT), Li Chen (TU), QuanGu (XU), Stephen Mahin (UCB), Joel Conte (UCSD), GilbertoMosqueda (UCSD), Juan Caicedo (UofSC), Frank McKenna (UC Berkeley)
Outline • What is OpenSees • OpenSees Training and Outreach • OpenSees Code Developments
Outline • What is OpenSees • OpenSees Training and Outreach • OpenSees Code Developments
Parallel&Distributed What is OpenSees? • A open-source software framework for building structural and geotechnical (numerical) simulation applications in earthquake engineering using finite element methods. • A communication mechanism for exchanging and building upon research accomplishments. • OpenSees as been supported by the Pacific Earthquake Engineering Research Center (PEER) since 1997 and George E. Brown Network for Earthquake Engineering Simulation (NEES) since 2003.
Outline • What is OpenSees • OpenSees Training and Outreach • OpenSees Code Developments
Discovering OpenSees • Each presentation done twice: once to facilitate those in US and European countries and the other for researchers in China and Asian countries. • Links to these recordings are provided on the Discovering OpenSees series on NEEShub. http://nees.org/resources/4977/supportingdocs • To date videos from the series have been watched almost 9,000 times.
OpenSees Workshops in China 2014! TongjiUniversity, 2011
Upcoming 2 day OpenSees Session, 'Second Disaster Prevention and Mitigation Engineering Conference of China' organized by Professor Outhis August 22-23 in Harbin, China.
Outline • What is OpenSees • OpenSees Training and Outreach • OpenSees Code Developments
Contributions Worldwide • A hysteresis model for high damping rubber bearings. M.Kikuchi (Hokkaido University, Japan) and I. Aiken (Seismic Isolation Design, Inc) • A number of stabilized single-point integration elements for use in continuum models: SSP_Quad, SSP_Brick, SSPquad_UP, SSPbrick_UP,, C McGann, P Mackenzie-Heinwein, and P. Arduino, University of Washington. • New multi-spring elements. M.Kikuchi (Hokkaido University, Japan) and I. Aiken (Seismic Isolation Design, Inc) • A new contact element. A. Zaghi and M.Cashany (University of Connecticut) • ElasticOrthotropic material. (ElasticOrthotropic, ElasticOrthotropic3D) M. Scott (Oregon State) • Additional elastometric Bearings elements (ElastomericBearing, ElastomericBearingBoucWen, ElastomericBearingPlasticity). A. Schellenberg (UC Berkeley) • SteelBRBQ.Gu (Xiamen University, P.R. China) • A number of deterioration models for use in modeling of structural frames using concentrated plasticity approach. ModIMKPeakOriented,ModIMKPeakPinching, BilinD.Lignos, McGill University, Canada • Damage2p, A concrete Damage Modelfor 3d and plane stress problems, L.Tesser, Univ. Padua, Italy. • A cyclic elastopplasticity model for post-liquefaction deformation, Rui Wang, Tsinghua University, P.R. China.
Others contd. • BeamContact2D, BeamContact3D, BeamEndContact3D C McGann, P Mackenzie-Heinwein, and P. Arduino, University of Washington. • Triple Friction Pendulum Element , N. Dao and K. Ryan, University of Nevada - Reno. • CapPasticityQ.Gu (Xiamen University, P.R. China) • ManzariDafalias ND materials (3D, PlaneStrain) AlborzGhofrani and P.Arduino Similar to Usage: Researchers in US and P.R. China main contributors to OpenSees
New Directions - Optimization Code Development: Joel Conte (UCSD), Philp Gill (UCSD) QuanGu(Xiamen) Code Testing: students of JinpingOu (DUT), Conte (UCSD), Gu (Xiamen) funded
FutureOpenSees Developments User requests From 2.4.0 downloads Participant requests After Webinar