|
258 |
Structural analysis for Dulle-gil Bridge No.2’s cableway |
Junggun Co. Ltd. |
|
257 |
Structural analysis for a sliding blast proof door |
SDI Co., Ltd. |
|
256 |
Structural analysis for a 100m3 silo |
Toba PNC |
|
255 |
Structural analysis for a 5-ton cableway tower |
Samwon Power Co. Ltd. |
|
254 |
Structural analysis for a 5-ton cableway tower |
DaerimEng Co., Ltd. |
|
253 |
Structural analysis for 2 swinging blast proof doors |
Donggwang |
|
252 |
Structural analysis for 3- and 6-ton cableway tower |
DaerimEng Co., Ltd. |
|
251 |
Structural analysis for a truss tent for NV engine |
Kangin Tech. |
|
250 |
Structural analysis for a gondola cage |
Sung Hyun Perlite Co. Ltd. |
|
249 |
Structural analysis for a sliding blast proof door |
Donggwang |
|
248 |
Structural analysis for the automated warehouse at Daesang'sSunchang plant |
Nongshim Engineering Co. Ltd. |
|
247 |
Structural analysis for the automated warehouse at Daesang's Mokpo plant |
Nongshim Engineering Co. Ltd. |
|
246 |
Structural analysis for a bus stop |
Kukje ST |
|
245 |
Structural analysis for an outdoor electronic signage |
QSIGN LED |
|
244 |
Structural analysis for a blast proof door |
Donggwang |
|
243 |
Structural analysis for 2 outdoor tanks |
TSE Co., Ltd. |
|
242 |
Structural analysis for a 100m3 silo |
Toba PNC |
|
241 |
Structural analysis for 4 Photovoltaic power generation systems at Korea Electricity |
Solarsteel Co. |
|
240 |
Structural analysis for 2 blast proof doors at Camp XX |
Gangsan Engineering |
|
239 |
Structural analysis for a sliding blast proof door |
City Industry |
|
238 |
Structural analysis for 3-bar swinging blast proof door |
Gangsan Engineering |
|
237 |
Structural analysis for the level-1 blast proof door at LG Chem’s Ochang factory |
Gangsan Engineering |
|
236 |
Structural analysis for 6 Photovoltaic power generation systems at Okkye-ri |
JS Industry Co., Ltd. |
|
235 |
Structural analysis for the tent installation at Daelim Industry’s Yeosu factory |
Shinhwa Tent Co. |
|
234 |
Structural analysis for a double gastight swinging door |
Donggwang |
|
233 |
Structural analysis for the parking ramp at Yangjuokjeong |
Bokmun Steel Ind. |
|
232 |
Structural analysis for structure and stack |
SungjinMachiunery Co., Ltd. |
|
231 |
Structural analysis for the tent installation at Daelim Industry |
Shinhwa Tent Co. |
|
230 |
Structural analysis for a blast proof door for next-generation multiple launch rocket system |
Hanadapco Ltd. |
|
229 |
Structural analysis for a FRP tank and a scrubber |
Taegwang Greentech |
|
228 |
Structural analysis for two silos at Daejin |
Toba PNC |
|
227 |
Structural analysis for The Power No.4 Photovoltaic power generation system |
Solarsteel Co. |
|
226 |
Blueprint modification for Jihyo 21 and Haeju Photovoltaic power generation system |
Solarsteel Co. |
|
225 |
Structural analysis for Ongnyeobong Photovoltaic power generation system |
Solarsteel Co. |
|
224 |
Midas Valley Golf Club sewage treatment facilities |
Aju ENT Co., Ltd. |
|
223 |
Sinwolseong Wooden Bridge in Gyeongju, Gyeongsangbuk-do |
Changsung D&C |
|
222 |
Tent construction, POSCO A&C |
Doolee Tent & Technology |
|
221 |
Anseong Central branch of Tire Bank |
Tire Bank |
|
220 |
Jeongeup branch of Tire Bank |
Tire Bank |
|
219 |
Jeollanam-do government office branch of Tire Bank |
Tire Bank |
|
218 |
Ecological river formation, Amnok District (Zone 1) |
Wall Guard Development Co. |
|
217 |
Exterior insulation dry track system |
Wall Guard Development Co. |
|
216 |
Second Cold-Rolling Automatic Warehourse rack (HBS) in Dangjin |
Hyundai-Rotem Company |
|
215 |
Dandeung Bridge Safety Lift |
Dae O Precision Industry Co., Ltd. |
|
214 |
Neunggok branch of Tire Bank |
Tire Bank |
|
213 |
Inclined lift for Naerin Stream, Inje |
Dae O Precision Industry Co., Ltd. |
|
212 |
Dangjin Thermal Power Plant Lift |
Dae O Precision Industry Co., Ltd. |
|
211 |
45-meter suspension bridge, Gongjaksan Ecological Forest |
SB Landscaping Co., Ltd. |
|
210 |
Wetland formation, Clean Village of Changnyeong Palace |
Nami Engineering & Construction |
|
209 |
Soyang River Observatory deck road, Chuncheon |
Taeseung Construction Co., Ltd. |
