| Year |
Citation |
Score |
| 2018 |
Kao CY, Lin MF, Nguyen NT, Tsai HH, Chang LM, Chen PH, Chang CT. Hexamethyldisilazane Removal with Mesoporous Materials Prepared from Calcium Fluoride Sludge. Journal of Nanoscience and Nanotechnology. 18: 3314-3319. PMID 29442833 DOI: 10.1166/jnn.2018.14645 |
0.403 |
|
| 2006 |
Lee S, Chang L, Skibniewski M. Automated recognition of surface defects using digital color image processing Automation in Construction. 15: 540-549. DOI: 10.1016/J.Autcon.2005.08.001 |
0.473 |
|
| 2005 |
Lee S, Chang L. Digital Image Processing Methods For Assessing Bridge Painting Rust Defects And Their Limitations Computing in Civil Engineering. 1-12. DOI: 10.1061/40794(179)80 |
0.508 |
|
| 2005 |
Georgy ME, Chang LM, Zhang L. Utility-function model for engineering performance assessment Journal of Construction Engineering and Management. 131: 558-568. DOI: 10.1061/(Asce)0733-9364(2005)131:5(558) |
0.705 |
|
| 2005 |
Georgy ME, Chang LM, Zhang L. Prediction of engineering performance: A neurofuzzy approach Journal of Construction Engineering and Management. 131: 548-557. DOI: 10.1061/(Asce)0733-9364(2005)131:5(548) |
0.697 |
|
| 2004 |
Lee S, Chang L. Bid-markup determination for microtunneling projects Tunnelling and Underground Space Technology. 19: 151-163. DOI: 10.1016/J.Tust.2003.11.001 |
0.5 |
|
| 2003 |
AbdelRazig Y, Chang L. Construction Contract Quality Warranties: Hybrid Quality Assessment Model Transportation Research Record. 1861: 60-70. DOI: 10.3141/1861-08 |
0.713 |
|
| 2003 |
Chen P, Chang L. Artificial intelligence application to bridge painting assessment Automation in Construction. 12: 431-445. DOI: 10.1016/S0926-5805(03)00016-5 |
0.373 |
|
| 2002 |
Chang L, Lee Y. Evaluation Of Performance Of Bridge Deck Expansion Joints Journal of Performance of Constructed Facilities. 16: 3-9. DOI: 10.1061/(Asce)0887-3828(2002)16:1(3) |
0.316 |
|
| 2002 |
Zayed TM, Chang L. Prototype Model for Build-Operate-Transfer Risk Assessment Journal of Management in Engineering. 18: 7-16. DOI: 10.1061/(Asce)0742-597X(2002)18:1(7) |
0.328 |
|
| 2001 |
Chang L, Chen P. BOT Financial Model: Taiwan High Speed Rail Case Journal of Construction Engineering and Management-Asce. 127: 214-222. DOI: 10.1061/(Asce)0733-9364(2001)127:3(214) |
0.368 |
|
| 2000 |
AbdelRazig YA, Chang L. Intelligent Model for Constructed Facilities Surface Assessment Journal of Construction Engineering and Management-Asce. 126: 422-432. DOI: 10.1061/(Asce)0733-9364(2000)126:6(422) |
0.717 |
|
| 1995 |
Hsie M, Chang L. ATTRIBUTE-DoUBLE-SAMPLING METHOD FOR INFRASTRUCTURE QUALITY ASSURANCE Journal of Infrastructure Systems. 1: 126-133. DOI: 10.1061/(Asce)1076-0342(1995)1:2(126) |
0.44 |
|
| 1995 |
Chang L, Hsie M. Developing Acceptance-Sampling Methods for Quality Construction Journal of Construction Engineering and Management-Asce. 121: 246-253. DOI: 10.1061/(Asce)0733-9364(1995)121:2(246) |
0.414 |
|
| 1992 |
Chang L, Chao L. Trend In Local Area Network Utilization Journal of Management in Engineering. 8: 27-39. DOI: 10.1061/(Asce)9742-597X(1992)8:1(27) |
0.377 |
|
| 1989 |
Chang LM. Method to deal with dbe issues Journal of Professional Issues in Engineering Education and Practice. 115: 305-319. DOI: 10.1061/(Asce)1052-3928(1989)115:3(305) |
0.335 |
|
| 1988 |
Chang L, Hancher DE, Napier TR, Kapolnek RG. Methods to Identify and Assess New Building Technology Journal of Construction Engineering and Management-Asce. 114: 408-425. DOI: 10.1061/(Asce)0733-9364(1988)114:3(408) |
0.352 |
|
| 1986 |
Chang L, Borcherding JD. Craftsman Questionnaire Sampling Journal of Construction Engineering and Management-Asce. 112: 543-556. DOI: 10.1061/(Asce)0733-9364(1986)112:4(543) |
0.687 |
|
| 1986 |
Chang L. Inferential Statistics for Craftsman Questionnaire Journal of Construction Engineering and Management-Asce. 112: 492-499. DOI: 10.1061/(Asce)0733-9364(1986)112:4(492) |
0.381 |
|
| 1985 |
Chang L, Borcherding JD. Evaluation of Craftsman Questionnaire Journal of Construction Engineering and Management-Asce. 111: 426-437. DOI: 10.1061/(Asce)0733-9364(1985)111:4(426) |
0.691 |
|
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