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Contact Information

Room no. 611
Department of Civil Engineering
Bangladesh University of Engineering and Technology
Dhaka 1000
Bangladesh

Telephone: +880-2-8616833 Extn. 7944 (off), 7751 (res)
Fax: +880-2-9665639

Perpetual

continuing or enduring forever; everlasting lasting an indefinitely long time

Sustainable

capable of being supported or upheld as by having its weight borne from below pertaining to a system that maintains its own viability by using techniques that allow for continual reuse

Leadership

leadership help themselves and others to do the right things. they set direction, build an inspiring vision, and create something new. leadership is about mapping out where you need to go to "win" as a team or an organization; and it is dynamic, exciting, and inspiring.

+880-2-8616833 Extn. 7944 (off), 7751 (res)

Research

Repair and Strengthening

The recent garment factory-building collapses in Bangladesh have raised awareness of the necessity of strengthening existing factory buildings to achieve building safety compliance. In this context, structurally deficient columns, as one of the most critical members in a structure, are a major focus in strengthening noncompliant buildings.

Furthermore, in flexural retrofitting, the application of externally-bonded carbon-fibre-reinforced polymer (CFRP) pultruded plates has emerged as a useful technique (externally bonded steel plates, the forerunner of CFRP plates) for enhancing the flexural capacity of reinforced-concrete (RC) beams. In such applications, the plates, which are externally bonded to the unconfined cover concrete at the tension face, often debond prematurely.

Two recent successive publications from the research Group of Prof. Amin are expected to be the key fundamental observations towards rationalizing the strengthening techniques for axial and flexural members. Estimation of design parameters for axial strengthening will be useful, particularly for Bangladesh that uses dilatable low strength concretes. The identification of design parameters in prevention of debonding in flexural strengthening will be useful for future development of design codes globally.

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