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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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A. Suraya Hani,Ismail Abdul Rahman,Hamidah Mohd Saman
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Mazlina Mohamad,Mohd Fadzil Arshad,Nur Amalina Abdul Hamid
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Norashidah Abd. Rahman,Zainorizuan Mohd Jaini,Nor Azira Abd. Rahim,Siti Aisyah Abd. Razak
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A. S. M. Abdul Awal,Mariyana Aida Ab Kadir,Lim Lion Yee,Neelam Memon
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Che Maznah Mat Isa,Hamidah Mohd Saman,Siti Rashidah Mohd Nasir,Christopher Nigel Preece,Nur Izzati A
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Syed Burhanuddin Hilmi Syed Mohamad,Zainal Abidin Akasah,Mohammad Ashraf Abdul Rahman
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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.
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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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