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The investigation of shear wave velocity by using multichannel analysis of surface wave (masw) method for development of microzonation map and its application to the industrial frame structures

The investigation of shear wave velocity by using multichannel analysis of surface wave (masw) method for development of microzonation map and its application to the industrial frame structures / Muhammad Taufiq Abdul Rashid
Fenomena gempa bumi yang dapat dirasai Semenanjung Malaysia adalah berasal dari Tanah Sumatera. Ia terutamanya berasal dari Zon Benam Sumatera dan Zon Peralihan Sumatera. Negeri Pulau Pinang adalah salah satu negeri yang paling hampir dengan Tanah Sumatera. Kebarangkalian untuk negeri ini menerima impak gegaran yang boleh mendatangkan getaran kuat yang memberi kesan kepada penduduk dan struktur bangunan adalah tinggi. Kajian ini memberi tumpuan yang khusus kepada sifat dinamik tanah iaitu halaju gelombang ricih (Vs) yang mana untuk menghasilkan peta mikrozonasi seismik serta menilai kesan kelonggaran tanah pada struktur bangunan perindustrian. Salah satu parameter penting untuk penilaian seismik ialah halaju gelombang ricih (Vs), ia digunakan untuk pembentukan peta seismik mikrozonasi. Kajian Analisis Pelbagai Saluran Gelombang Permukaan (MASW) telah dijalankan di 18 lokasi di Kampus Kejuruteraan, USM. Kesemua data halaju gelombang ricih (Vs30) telah diplotkan dengan menggunakan Sistem Maklumat Geografi bersepadu (GIS). Tiga dimensi model rangka keluli bangunan perindustrian telah direka dengan menggunakan perisian SAP2000. Butiran dimensi model ini dirujuk daripada bangunan perindustrian yang sedia ada. Penggunaan pegas tegar pada asas pad tetap akan mengambil kira nilai halaju gelombang ricih (Vs30) untuk asas cetek. Selain itu, asas fleksibel dan asas tetap telah dibandingkan bagi menilai prestasi struktur tersebut. Tambahan pula, kedua-dua model telah diuji melalui teknik analisis berasaskan komputer untuk reka bentuk yang berdasarkan prestasi rangka model berdasarkan beban sisi. Hasilnya, perbezaan peratusan untuk kedua-dua model ini ialah 30.36%. Dapatan ini menunjukkan bahawa penggunaan pegas tegar pada asas fleksibel dapat mengurangkan ricih asas pada model rangka struktur industri dengan mengambil kira interaksi struktur tanah. _______________________________________________________________________________________________________ The earthquake phenomenon which affect Peninsular Malaysia are originated from Sumatra land. It particularly from the Sumatra Subduction Zone and the Sumatra Transform Zone. Penang states is one of the state in Peninsular Malaaysia nearest to the Sumatra land. It has higher probability to receive the impact of the tremor waves that may cause large vibration to building structures. This study focuses on determining the soil dynamic property, which shear wave velocity at the top 30 meter (Vs30), for establishing the seismic microzonation maps and evaluates the effect of soil flexibility on frame structures of industrial building design in term of drift. As one of the most important parameters for seismic evaluation, shear wave velocity (Vs) is used to develop the seismic microzonation maps. Multichannel Analysis of Surface Waves (MASW) surveys were carried out at 18 locations in Engineering Campus, USM which was the study area of this research. All the average shear wave velocity (Vs30) data were plotted by using integrated Geographical Information System (GIS), IDRISI Selva software. The model of industrial building steel frame was built up in three-dimension model by using SAP2000 software. The dimension details of this model was refered to an existing industrial building of steel structures. The applications of spring stiffness for rigid footing spring constraints include the average shear wave velocity (Vs30) for defining the shallow foundation of the structure. Besides, the flexible-base and fixed-base model were developed to evaluate the structural performance. Moreover, both models were test by a simple computer-based pushover analysis technique for performance-based design of building frameworks subject to the lateral load. As a result, the percentage difference of drift for both models is 30.36%. This result shows that the application of spring stiffness of the fixed-base support was reduced the base shear of industrial frame model by considering the soils structure interactions.
Contributor(s):
Muhammad Taufiq Abdul Rashid - Author
Primary Item Type:
Final Year Project
Identifiers:
Accession Number : 875005549
Language:
English
Subject Keywords:
earthquake; tremor; vibration
First presented to the public:
6/1/2015
Original Publication Date:
7/17/2020
Previously Published By:
Universiti Sains Malaysia
Place Of Publication:
School of Civil Engineering
Citation:
Extents:
Number of Pages - 124
License Grantor / Date Granted:
  / ( View License )
Date Deposited
2020-07-17 17:21:25.152
Submitter:
Mohd Jasnizam Mohd Salleh

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The investigation of shear wave velocity by using multichannel analysis of surface wave (masw) method for development of microzonation map and its application to the industrial frame structures1 2020-07-17 17:21:25.152