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Instructive, convenient and intuitive GUI. Please let us know what to be improved.
±³À°ÀûÀ̰í, Æí¸®Çϸç, Á÷°üÀûÀÎ GUIÀÔ´Ï´Ù. °³¼± »çÇ×À» ¾Ë·Á ÁÖ¼¼¿ä.

The SW and manual are connected to the drop box that may be blocked at your place.
SW¿Í ¸Å´º¾óÀº µå·Ó¹Ú½º¿¡ ¿¬°áµÇ¾î ÀÖÀ¸¸ç, ¿¬°áÇÏ´Â Àå¼Ò¿¡ µû¶ó Á¢¼ÓÀÌ ¸·Çô ÀÖÀ» ¼ö ÀÖ½À´Ï´Ù.

 


   
                                     
                                     
 
                                     
                                     
 
                                     
                                     
 
                                     
   
   
   
                                     
 
   
   


   
                                     
                                     
 

 

 




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)
PEERÀÇ ÁöÁø DB¸¦ »ç¿ëÇÑ Áö¹Ý¿îµ¿ÀÇ ¼±Á¤

Spectra for Seismic Design and Assessment (EFEHR)
³»Áø ¼³°è¿Í Æò°¡¸¦ À§ÇÑ ½ºÆåÆ®·³ (À¯·´)

Probabilistic Seismic Hazard Analysis (PSHA) in excel
ExcelÀ» »ç¿ëÇÑ PSHA(È®·ü·ÐÀû ÁöÁøÀçÇØµµ ºÐ¼®) ÀÛ¼º

 

Convert of acceleraton to velocity and displacement
°¡¼Óµµ ½Ã°£À̷¿¡¼­ ¼Óµµ¿Í º¯À§ ½Ã°£ÀÌ·ÂÀÇ »êÁ¤
Calculate strong duration by using Arias intensity
Arias intensity¸¦ »ç¿ëÇÑ °­ÁøÁö¼Ó½Ã°£ °è»ê

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±