Shear wall of multi story wall beam system for tall buildings / by Kyaw, Naing Win, 1989-, author 610700, Abdul Kadir Marsono, supervisor 212405, Mohd. Zamri Ramli 294533, Fakulti Kejuruteraan Awam 8022

Subjects: “…Shear walls…”

Shear wall of multi story wall beam system for tall buildings / by Kyaw, Naing Win, 1989- , author 610700

Subjects: “…Shear walls…”

100 news @ wall projection by Sun, Zhongyinan

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Writting Is On The Wall For Malaysian Malls by Md Dahlan, Nuarrual Hilal

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Organizational Stress and Well-Being / by Lapierre, Laurent M., editor 655504, Cooper, Sir Cary, editor 655505, Cambridge University Press (Online service) 655240

“…In this Cambridge Companion, global thought leaders in the fields of workplace stress and well-being highlight how theory and research can improve employee health and well-being. …”
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Growth of single-walled carbon nanotube by Soh, Edna Wei Ling.

“…Therefore in this report, the studies on effects of various synthesis parameters for the fabrication of Single Walled Carbon Nanotubes (SWNT) using Chemical Vapour Deposition (CVD) were conducted. …”
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Precast shear wall with horizontal connection by Han, Hongsheng

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Energy absorption of thin-walled structures by Syed Wasif Hossain.

“…A global growth in the demand for automobiles also means there is a constant need to improve the safety of our transportation systems. Thin-walled structures made of different materials have been effectively used to mitigate the impact during a vehicle collision.…”
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Offshore platform decommissioning / by Mohamed Faisal Mohamed Rithuan, 1987-, author 627242, Abdul Razak Ismail, supervisor 215668, Fakulti Kejuruteraan. Sekolah Kejuruteraan Kimia dan Kejuruteraan Tenaga 619081

Subjects: “…Offshore oil well drilling…”

Offshore platform decommissioning / by Mohamed Faisal Mohamed Rithuan, 1987-, author 627242, Abdul Razak Ismail supervisor 215668, Fakulti Kejuruteraan. Sekolah Kejuruteraan Kimia dan Kejuruteraan Tenaga 619081

Subjects: “…Offshore oil well drilling…”

Risk-based approach for well abandonment / by Muhammad Ali Abdul Rahim, 1988-, author 613580, Muhammad A. Manan, supervisor 186669, Fakulti Kejuruteraan Kimia dan Kejuruteraan Tenaga 599090

Risk-based approach for well abandonment / by Muhammad Ali Abdul Rahim, 1988-, author 61358

The Deutsche Welle radio training (RTC)

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Plaster and Drywall Systems Manual / by Gorman, J. R., editor 227069

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Stability of single-walled carbon nanotubes and single-walled carbon nanocones under self-weight and an axial tip force by Mustapha, K. B., Zhong, Z. W.

“…The increasing exploration of nanostructures for future devices dictates that the buckling of uniform single-walled carbon nanotubes (SWCNTs) and single-walled carbon nanocones (SWCNCs) should be well studied. …”
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Local scour around a vertical wall by Jin, Xin

“…This study investigates local scour at a vertical wall induced by ship propellers. The primary objectives are to study the scour process and to identify the factors governing the formation of the scour hole. …”
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Behaviour of geosynthetic reinforced wall with clay backfill by Parashar, Suresh Prasad.

“…The wall behaviour under as-compacted and soaked condition was investigated.…”
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Biocompatible materials for orbital wall reconstruction - an overview by Vasile, Victor A., Istrate, Sinziana, Iancu, Raluca C., Piticescu, Roxana M., Cursaru, Laura M., Schmetterer, Leopold, Garhöfer, Gerhard, Cherecheanu, Alina Popa

“…For satisfactory functional and aesthetic results, it is necessary to restore the orbital walls and the craniofacial skeleton using various types of materials. …”
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Behavior of diaphragm walls in clays and reliablity analysis by Xuan, Feng

“…However, the traditional empirical methods for predicting wall deflection, ground movement, and strut forces for these excavations are mostly based on excavations with flexible walls. …”
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Behaviour of geotextile reinforced soil retaining wall by Chandrasekaran, B.

“…Small scale model tests and finite element analyses were carried out to study the behaviour of Geotextile Reinforced Soil (GRS) retaining walls. The behaviour of GRS walls as affected by the length, the spacing and the stiffness of the reinforcement and by the stiffness of the wall facing has been investigated.…”
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