Experimental study on shear behaviours of timber lightweight concrete composite shear connectors /
Wedi'i Gadw mewn:
| Prif Awdur: | |
|---|---|
| Awdur Corfforaethol: | |
| Fformat: | Traethawd Ymchwil Llyfr |
| Iaith: | English |
| Cyhoeddwyd: |
Batu Pahat :
Universiti Tun Hussein Onn Malaysia,
2008.
|
| Pynciau: | |
| Tagiau: |
Ychwanegu Tag
Dim Tagiau, Byddwch y cyntaf i dagio'r cofnod hwn!
|
| LEADER | 01520cam a2200337 i 4500 | ||
|---|---|---|---|
| 001 | u92062 | ||
| 003 | SIRSI | ||
| 005 | 20210114122030.0 | ||
| 008 | 110131 eng | ||
| 050 | |a TA683.4 |b .L56 2008 ra | ||
| 100 | 0 | |a Ling Liong Ming. , |e author |9 205411 | |
| 245 | 1 | 0 | |a Experimental study on shear behaviours of timber lightweight concrete composite shear connectors / |c Ling Liong Ming. |
| 264 | 1 | |a Batu Pahat : |b Universiti Tun Hussein Onn Malaysia, |c 2008. | |
| 300 | |a xiv, 89 pages : |b illustrations ; |c 30 cm.+ |e 1 computer optical disc (4 3/4 in.). | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a unmediated |b n |2 rdamedia | ||
| 338 | |a volume |b nc |2 rdacarrier | ||
| 502 | |a Thesis | ||
| 596 | |a 1 | ||
| 650 | 0 | |a Precast concrete construction |x Joints. |9 6537 | |
| 650 | 0 | |a Concrete beam |x Testing. |9 6538 | |
| 710 | 2 | |a Universiti Tun Hussein Onn Malaysia. |b Fakulti Kejuruteraan Awam dan Alam Sekitar. |9 2525 | |
| 790 | |a Fakulti Kejuruteraan Awam dan Alam Sekitar, Universiti Tun Hussein Onn Malaysia | ||
| 791 | |a B. Eng. | ||
| 792 | |a 2008 | ||
| 942 | |c THESIS_SC | ||
| 997 | |a 04987 | ||
| 998 | |a 1 |b Shafrizan Shafferi | ||
| 999 | |c 152436 |d 152436 | ||
| 952 | |0 0 |1 0 |2 LCC |4 0 |6 TA06834 L56 02008 RA |7 0 |9 275971 |a UTHM_LIB |b UTHM_LIB |c SPECIALCOL |d 2011-04-15 |l 0 |o TA683.4 .L56 2008 ra |p 1000214002 |r 2020-12-05 |t 1 |w 2020-12-05 |y THESIS_SC | ||
| 952 | |0 0 |1 0 |2 LCC |4 0 |6 TA06834 L56 02008 RA |7 0 |9 275972 |a UTHM_LIB |b UTHM_LIB |c AV |d 2011-04-15 |l 0 |o TA683.4 .L56 2008 ra |p 1000214003 |r 2020-12-05 |t 2 |w 2020-12-05 |y CD_AV | ||