|
NAME |
TITLE |
SUMMARY |
FULL THESIS |
| Tang Kah Wai |
Experimental Testing On Enhanced Beam To Column Connections Of Precast Concrete Structures |
Link |
Link |
| Chan Kee Yew |
Degradation Of Abandoned Construction Material |
Link |
|
| Muhammad Yussof Ismail |
Kajian Kaedah Ujian Hentaman Keatas Panel Rintangan |
Link |
Link |
| Abdul Malik Elias |
Pengaruh Awetan Keatas Komkrit Yang Mengandungi Superplasticizer |
Link |
|
| Loh Hsi Yoon |
Analysis And Design Of Tubular Steel Roof Structure For Stadium |
Link |
|
| Mohd Ridza Mohd Haniffah |
On Bottom Stability Analysis And Design Of Submarine Pipeline |
Link |
Link |
| Muhammad Fakharie Che Pee |
Development Of Finite Element Computer Modeling For Earthquake Application |
Link |
Link |
| Yeow Bee Kim |
Application Of C-Channels And L-Angles In The Construction Of Single Storey Terace House |
Link |
Link |
| Siti Fatimah Mat Rifin |
Membangunkan Jadual Piawai Plat Asas Tiang Keluli Dengan Keratan Terbina |
Link |
Link |
| Abidi Ramly |
Bata Tanpa Bakar |
Link |
Link |
| Ho Chee Boon |
Kecondongan Kekuda Bumbung |
Link |
|
| Lee Derk Chyuan |
Torsion In Reinforced Concrete Dtructure : Design Requirements And Procedures In BS8110 And Eurocode 2 |
Link |
Link |
| Lim Seng Jwee |
Behaviour Of Reinforced Concrete Beams Designed In Accordance With Clauses 3.2.1.2.1 And 3.2.1.2.4 Of BS8110 |
Link |
|
| Amirah Farhana Mohamad |
Effects Of Efective Microorganisms ( EM ) On The Properties Of Cement And Mortar |
Link |
|
| Mohd Eizzuddin Mahyeddin |
Kesan Penggunaan Abu Sekam Padi Didalam Konkrit Tanpa Getar |
Link |
Link |
| Zamri Zainal |
Tegasan Galas Dalam Ruang Pembengkokan Tetulang Keluli |
Link |
Link |
| Zulfadli Zakaria |
Prestasi Sambungan Separuh Tegar ( Seoara Kuat ) Bagi Kegunaan Galang Plat |
Link |
Link |
| Mohd Nor Izaiddin Nordin |
Analisis Sambungan Separa Tegar Menggunakan Perisian Unsur Terhingga Lusas |
Link |
Link |
| Pui Jin Leong |
Analysis Of Modular Load Bearing Sandwich Wall Panel |
Link |
|
| Abdullah Khanif Mohamad Kamali |
Analisis Struktur Terhadap Pelbagai Beban Dengan Menggunakan Kaedah Kekukuhan |
Link |
Link |