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Titlebook: InCIEC 2014; Proceedings of the I Rohana Hassan,Marina Yusoff,Zulhabri Ismail Conference proceedings 2015 Springer Science+Business Media S

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樓主: ATE
31#
發(fā)表于 2025-3-26 21:23:55 | 只看該作者
A. Suraya Hani,Ismail Abdul Rahman,Hamidah Mohd Saman
32#
發(fā)表于 2025-3-27 01:10:39 | 只看該作者
Mazlina Mohamad,Mohd Fadzil Arshad,Nur Amalina Abdul Hamid
33#
發(fā)表于 2025-3-27 07:30:56 | 只看該作者
Norashidah Abd. Rahman,Zainorizuan Mohd Jaini,Nor Azira Abd. Rahim,Siti Aisyah Abd. Razak
34#
發(fā)表于 2025-3-27 12:59:36 | 只看該作者
A. S. M. Abdul Awal,Mariyana Aida Ab Kadir,Lim Lion Yee,Neelam Memon
35#
發(fā)表于 2025-3-27 14:05:36 | 只看該作者
Che Maznah Mat Isa,Hamidah Mohd Saman,Siti Rashidah Mohd Nasir,Christopher Nigel Preece,Nur Izzati A
36#
發(fā)表于 2025-3-27 18:50:09 | 只看該作者
37#
發(fā)表于 2025-3-27 22:46:50 | 只看該作者
Syed Burhanuddin Hilmi Syed Mohamad,Zainal Abidin Akasah,Mohammad Ashraf Abdul Rahman
38#
發(fā)表于 2025-3-28 03:51:59 | 只看該作者
Analysis of the Effect of Vibration from Footfalls on Office Buildingd by footfalls on the multi-storey office building can be determined using Vibration Criteria (VC) guidelines. Finally, from the study, the vibration level achieved for this Registrar Office building is in ISO level range which is still under the acceptable limit for office building.
39#
發(fā)表于 2025-3-28 06:37:39 | 只看該作者
40#
發(fā)表于 2025-3-28 12:08:49 | 只看該作者
Structural Performance of Steel Fibre Reinforced Concrete Three-Ribbed Wall Panel on Compressionne based on the ultimate load carrying capacity, wall displacement, mode of failure and cracking pattern. The location of the maximum displacement was located at 1,450?mm from the bottom while wall WOSF occurs approximately at 1,150?mm (about 0.7?H of the wall height). Wall WSF fails by crushing as
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