insincerity
发表于 2025-3-26 21:23:55
A. Suraya Hani,Ismail Abdul Rahman,Hamidah Mohd Saman
TIGER
发表于 2025-3-27 01:10:39
Mazlina Mohamad,Mohd Fadzil Arshad,Nur Amalina Abdul Hamid
Obstacle
发表于 2025-3-27 07:30:56
Norashidah Abd. Rahman,Zainorizuan Mohd Jaini,Nor Azira Abd. Rahim,Siti Aisyah Abd. Razak
GET
发表于 2025-3-27 12:59:36
A. S. M. Abdul Awal,Mariyana Aida Ab Kadir,Lim Lion Yee,Neelam Memon
勤劳
发表于 2025-3-27 14:05:36
Che Maznah Mat Isa,Hamidah Mohd Saman,Siti Rashidah Mohd Nasir,Christopher Nigel Preece,Nur Izzati A
过滤
发表于 2025-3-27 18:50:09
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感情脆弱
发表于 2025-3-27 22:46:50
Syed Burhanuddin Hilmi Syed Mohamad,Zainal Abidin Akasah,Mohammad Ashraf Abdul Rahman
CRUE
发表于 2025-3-28 03:51:59
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.
整洁
发表于 2025-3-28 06:37:39
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乐章
发表于 2025-3-28 12:08:49
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