|
---|
Instructive, convenient and intuitive GUI. Please let us know what to be improved. The SW and manual are connected to the drop box that may be blocked at your place. |
---|
EARTHQUAKES FOR SEISMIC DESIGN (³»Áø¼³°è¸¦ À§ÇÑ ÁöÁø) |
Comparison of Programming Languages (ÇÁ·Î±×·¡¹Ö ¾ð¾îµé) |
PYTHON: Language for Coding (ÆÄÀ̽ã: ÇÁ·Î±×·¡¹Ö ¾ð¾î) |
C & C++: Language for Coding (ÇÁ·Î±×·¡¹Ö ¾ð¾î) |
VBA (Visual Basic for Applications) in Excel (¿¢¼¿°ú ºñÁê¾ó º£ÀÌÁ÷) VBA´Â ¿¢¼¿ µî MS»ç ÇÁ·Î±×·¥¿¡ ±âº»ÀûÀ¸·Î Á¦°øµÇ´Â ¾ð¾îÀÔ´Ï´Ù.
|
PSHRisk-tool: A tool for Developing Probabilistic Seismic Hazard Analysis and Failure Risk Deaggregation of a Seismic Site ÁöÁøÀçÇØµµÇؼ® ¹× ÁöÁø¿ø ºÐ¼® |
Korea Seismicity/Hazard Map. Korea Seismicity/Hazard Map. ÁöÁøÀ§ÇèµµÁöµµ/ÁöÁøÀçÇØµµÁöµµ |
Earthquake Generation using Frequency Domain Method ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (Áøµ¿¼ö¿µ¿ª¹æ¹ý) |
Earthquake Generation using Frequency Domain Method ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (Áøµ¿¼ö¿µ¿ª¹æ¹ý) |
Earthquake Generation using Frequency Domain Method ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (Áøµ¿¼ö¿µ¿ª¹æ¹ý) |
AURORA: Acceleration Update for Optimized Response Analysis Earthquake Generation using Time Domain Method ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (½Ã°£¿µ¿ª¹æ¹ý) |
Earthquake Generation using Time Domain Method ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (½Ã°£¿µ¿ª¹æ¹ý) |
Earthquake Generation using Time Domain Method (Non-disclosed) ÀÀ´ä½ºÆåÆ®·³¿¡ »óÀÀÇÏ´Â ÀΰøÁöÁø»ý¼ºÀ» »ý¼º (½Ã°£¿µ¿ª¹æ¹ý) (ºñ°ø°³) |
Probabilistic Site Response Analysis with SHAKE91 SHAKE91À» »ç¿ëÇÑ È®·ü·ÐÀû ºÎÁöÀÀ´ä(ÀÚÀ¯ÀåÀÀ´ä)ÇØ¼® |
Site Response Analysis. User-friendly SHAKE. 1Â÷¿ø ÆÄµ¿ÀüÆÄÀÌ·ÐÀ¸·Î ºÎÁöÀÀ´ä(ÀÚÀ¯ÀåÀÀ´ä)À» »êÁ¤ |
Site Response Analysis. User-friendly SHAKE. Equivalent Linear Seismic Response Analysis of Horizontally Layered Soil Deposits |
Design Response Spectra and Making Response Spectra ±¹³»¿Ü ¼³°èÀÀ´ä½ºÆåÆ®·³ÀÇ ºñ±³ ¹× »õ·Î¿î ÀÀ´ä½ºÆåÆ®·³ ÀÛ¼º |
Response Spectra from Acceleration Data ÀÀ´ä½ºÆåÆ®·³ ÀÛ¼º |
Linear & Nonlinear Response Spectrum Analyses of SDOF Systems ´ÜÀÚÀ¯µµ°èÀÇ ¼±Çü ¹× ºñ¼±Çü ÀÀ´ä½ºÆåÆ®·³ ÇØ¼® |
In-Cabinet Response Spectrum Àü·Â ³»ºÎ±â±âÀÇ ÀÀ´ä½ºÆåÆ®·³ |
Selection of Ground Motions from the PEER DB (NGA-WEST, NGA-EAST) |
Spectra for Seismic Design and Assessment (EFEHR) |
Probabilistic Seismic Hazard Analysis (PSHA) in excel |
Convert of acceleraton to velocity and displacement Modulate the maximum displacement Ãִ뺯À§ Á¶Á¤ ±â´É |
Format Converter of Acceleration °¡¼Óµµ ÀÔ·ÂÇü½Ä º¯È¯ |
Peak Ground Acceleration Clipping ÃÖ´ë°¡¼Óµµ Á¶Á¤ |
Moment-Curvature Analysis of Columns ±âµÕÀÇ ¸ð¸àÆ®-°î·ü ÇØ¼® (¼Ò¼ºÈùÁö¹æ¹ý ³»Áø¼º´ÉÆò°¡) |
Capacity Spectrum for Seismic Performance Evaluation ³»Áø¼º´ÉÆò°¡¸¦ À§ÇÑ ¿ª·®½ºÆåÆ®·³¹æ¹ý(´É·Â½ºÆåÆ®·³¹æ¹ý) |
Fragility Curves Ãë¾àµµ°î¼± ÀÛ¼º |
Static and Dynamic Analyses of Structures (Frame). Nonproportional damping ÇÁ·¹ÀÓ ±¸Á¶¹°ÀÇ Á¤Àû ¹× µ¿ÀûÇØ¼®. ºñºñ·Ê°¨¼è¸¦ °í·ÁÇÑ °íÀ¯Ä¡ ÇØ¼® |
Static and Dynamic Analyses of Building Structures ºôµù ±¸Á¶¹°ÀÇ Á¤Àû ¹× µ¿ÀûÇØ¼® |
Advanced Structural Analyses ±¸Á¶¹°ÀÇ °í±Þ ±¸Á¶Çؼ® |
Hybrid Simulation (HS) Test: Theory ÇÏÀ̺긮µå ½Ã¹Ä·¹ÀÌ¼Ç ½ÇÇè: ÀÌ·Ð |
Open System for Earthquake Engineering Simulation (OpenSees) by the Pacific Earthquake Engineering Research Center (PEER) |
FeView is a easy and powerfull Graphical User Interface (GUI) for OpenSees |
New elements and materials in OpenSees by c++ using Visual Studio |
Fatigue Aerodynamic Structural & Turbulance (FAST) Coded anb Distributed by the National Renewable Energy Laboratory (NREL) |
Bayesian analysis using Markov chain Monte Carlo (MCMC) Coded anb Distributed by the MRC, University of Cambridge |
The computer program VC4OWT (Vibration Control for Offshore Wind Turbine) is mainly used to evaluate the steel jacket platform seismic behavior by friction dampers and comparing them with steel brace. |
Damping and Stiffness from Hysteresis Loop. ÇÏÁß-º¯À§ À̷°¿¡¼ µî°¡°¨¼è¿Í µî°¡°¼ºÀ» »êÁ¤ |
Reiher-Meister Scale. Meister Áøµ¿°¨°¢°î¼± |