Abstract: The present invention relates to a viscoelastic bracing damper (100), comprising: a cylinder (101); an inner core (102) extended through the cylinder (101) without contacting an inner surface of the cylinder (101), thereby having a barrel portion formed between the inner surface of the cylinder (101) and the inner core (102); a joint (103) connecting a front connector (104) to one end of the inner core (102); a stopper (105) connecting an end connector (106) to an another end of the inner core (102); and characterised by a damping means (107) extended substantially along a length of the barrel portion; wherein the damping means (107) is compressed between the inner surface of the cylinder (101) and the inner core (102) for absorbing vibration loads.

Abstract: The present invention relates to a volumetric compression restrainer (100), characterised by: an outer casing (101) comprising a pair of C-shaped structures interconnected to one another to form a cylinder; a plurality of partitions (102) arranged in a parallel manner along length of an inner surface of the pair of C-shaped structures with a spacing therebetween; an inner core (103) extending through the outer casing (101), whereby the plurality of partitions (102) enclosed the inner core (103); a plurality of hollow plates (104) mounted on the inner core (103), for spacing and upholding the inner core (103); a plurality of damping means (105) wrapped over the inner core (103), arranged in a manner of the plurality of damping means (105) positioned between the plurality of partitions (102) and the plurality of hollow plates (104); and a connecting means having a front connector (106) engaged to one end of the inner core (103) and an end connector (107) engaged to the other end of the inner core (103), for ins

Abstract: The present invention relates to a volumetric compression restrainer (100), characterised by: an outer casing (101) comprising a pair of C-shaped structures interconnected to one another to form a cylinder; a plurality of partitions (102) arranged in a parallel manner along length of an inner surface of the pair of C-shaped structures with a spacing therebetween; an inner core (103) extending through the outer casing (101), whereby the plurality of partitions (102) enclosed the inner core (103); a plurality of hollow plates (104) mounted on the inner core (103), for spacing and upholding the inner core (103); a plurality of damping means (105) wrapped over the inner core (103), arranged in a manner of the plurality of damping means (105) positioned between the plurality of partitions (102) and the plurality of hollow plates (104); and a connecting means having a front connector (106) engaged to one end of the inner core (103) and an end connector (107) engaged to the other end of the inner core (103), for ins

Abstract: The present invention relates to a viscoelastic bracing damper (100), comprising: a cylinder (101); an inner core (102) extended through the cylinder (101) without contacting an inner surface of the cylinder (101), thereby having a barrel portion formed between the inner surface of the cylinder (101) and the inner core (102); a joint (103) connecting a front connector (104) to one end of the inner core (102); a stopper (105) connecting an end connector (106) to an another end of the inner core (102); and characterised by a damping means (107) extended substantially along a length of the barrel portion; wherein the damping means (107) is compressed between the inner surface of the cylinder (101) and the inner core (102) for absorbing vibration loads.

Abstract: The present invention provides a viscoelastic wall panel damping device (100) that provides damping against multidirectional reacting dynamic loads that include in-plane shear force resistance and out of plane force resistance. The viscoelastic wall panel damping device (100) of the present invention, including an assembly (100a) having a pair of symmetrically opposing surfaces formed by a pair of damping element planar members (36a, 38b) that sandwiches a rigid planar member (34). The assembly (100a) being overlaid by a pair of face plates (28, 32), a proximal face plate (28) and a distal face plate (32). Aforementioned pair of face plates (28, 32) and the rigid planar member (34) of the assembly (100a) having a plurality of vertically oriented stiffener members (33) comprising of vertically oriented welded strips (33a) of steel disposed with stiffener elements (33b) at spatial intervals along the length of said welded strips of steel (33a).

Abstract: The present invention provides a viscoelastic wall panel damping device (100) that provides damping against multidirectional reacting dynamic loads that include in-plane shear force resistance and out of plane force resistance. The viscoelastic wall panel damping device (100) of the present invention, including an assembly (100a) having a pair of symmetrically opposing surfaces formed by a pair of damping element planar members (36a, 38b) that sandwiches a rigid planar member (34), The assembly (100a) being over-laid by a pair of face plates (28, 32), a proximal face plate (28) and a distal face plate (32). Aforementioned pair of face plates (28, 32) and the rigid planar member (34) of the assembly (100a) having a plurality of vertically oriented stiffener members (33) comprising of vertically oriented welded strips (33a) of steel disposed with stiffener elements (33b) at spatial intervals along the length of said welded strips of steel (33a).

Abstract: A concrete product is produced by providing red dune sand having a particle size of 45 microns or less and mixing the red dune sand with hydraulic cement in a ratio of about 30% of the cement being replaced by the red dune sand. The cement and red dune sand are then mixed with fine and course aggregate, water and a superplasticizer and cast after pouring into a mold cavity. Then within 24 hours of casting, the cast article is steam cured for 12 hours under atmospheric pressure, demolded and placed in an auto clave at 100% humidity. The temperature in the auto clave is raised to 180° C. within one to two hours and maintained at that temperature for 4 to 5 hours. The temperature also increases the pressure to about 10 bars. The pressure is released to reach atmospheric pressure within 20-30 minutes and the temperature reduced gradually, so that the article can be removed.

Abstract: The present invention relates to a variable stiffness bracing device comprising: a rectangular frame (100) having a solid quarter cylinder (101) at each angle of the rectangular frame (100); a pair of leaf spring (200) attached at each end of the rectangular frame (100) at the solid quarter cylinder (101); a steel rail (300) fixed on top middle of the rectangular frame (100); a core (400) fixed at the tip of each leaf spring (200), the core (400) is slidable along the steel rail (300); a cubic core (500) located in the middle of the core (400); and a rod cable (600) passes through each end of the rectangular frame (100) and the core (400) and ended at the cubic core (500) located in the middle of the core (400). The above provision is advantageous as the present invention deploys wholly mechanical in retrofitting and rehabilitation of structures.

Abstract: The present invention relates to a variable stiffness bracing device comprising: a rectangular frame (100) having a solid quarter cylinder (101) at each angle of the rectangular frame (100); a pair of leaf spring (200) attached at each end of the rectangular frame (100) at the solid quarter cylinder (101); a steel rail (300) fixed on top middle of the rectangular frame (100); a core (400) fixed at the tip of each leaf spring (200), the core (400) is slidable along the steel rail (300); a cubic core (500) located in the middle of the core (400); and a rod cable (600) passes through each end of the rectangular frame (100) and the core (400) and ended at the cubic core (500) located in the middle of the core (400). The above provision is advantageous as the present invention deploys wholly mechanical in retrofitting and rehabilitation of structures.

Abstract: The present invention discloses a method (100) for providing and managing information of prefabricated construction components between manufacturers and architects to be used into architectural modular design processes. The manufacturer's product information relating to various prefabricated construction components are aggregated (101). A unique code is assigned to each prefabricated construction component (103) by synthesising product information of the prefabricated construction component into coding syntaxes and stored into a database (105). the product information in the format of the unique codes are then distributed on demand of architects for their architectural modular designs processes (107).

Abstract: The present invention relates to a system to administer an outcome based education for higher learning academic programs, the system includes: (a) at least one design process (100), wherein the design process (100) encompasses planning structure for achieving required learning outcomes; (b) at least one implementation process (200) to control the planning structure of the design process (100); (c) at least one assessment process (300) to evaluate results of the implementation process (200); wherein results of assessment of the design, implementation and assessment processes are integrated into a database system which is made available for consideration in continual quality improvement (CQI) of an academic program; and wherein implementation of the system enables to monitor complete cycle of design, implementation, assessment, and continual quality improvement processes.

Abstract: A concrete product is produced by providing red dune sand having a particle size of 45 microns or less and mixing the red dune sand with hydraulic cement in a ratio of about 30% of the cement being replaced by the red dune sand. The cement and red dune sand are then mixed with fine and course aggregate, water and a superplasticizer and cast after pouring into a mold cavity. Then within 24 hours of casting, the cast article is steam cured for 12 hours under atmospheric pressure, demolded and placed in an auto clave at 100% humidity. The temperature in the auto clave is raised to 180° C. within one to two hours and maintained at that temperature for 4 to 5 hours. The temperature also increases the pressure to about 10 bars. The pressure is released to reach atmospheric pressure within 20-30 minutes and the temperature reduced gradually, so that the article can be removed.

Abstract: A concrete product is produced by providing red dune sand having a particle size of 45 microns or less and mixing the red dune sand with hydraulic cement in a ratio of about 30% of the cement being replaced by the red dune sand. The cement and red dune sand are then mixed with fine and course aggregate, water and a superplasticizer and cast after pouring into a mold cavity. Then within 24 hours of casting, the cast article is steam cured for 12 hours under atmospheric pressure, demolded and placed in an auto clave at 100% humidity. The temperature in the auto clave is raised to 180° C. within one to two hours and maintained at that temperature for 4 to 5 hours. The temperature also increases the pressure to about 10 bars. The pressure is released to reach atmospheric pressure within 20-30 minutes and the temperature reduced gradually, so that the article can be removed.

Abstract: A concrete product is produced by providing red dune sand having a particle size of 45 microns or less and mixing the red dune sand with hydraulic cement in a ratio of about 30% of the cement being replaced by the red dune sand. The cement and red dune sand are then mixed with fine and course aggregate, water and a superplasticizer and cast after pouring into a mold cavity. Then within 24 hours of casting, the cast article is steam cured for 12 hours under atmospheric pressure, demolded and placed in an auto clave at 100% humidity. The temperature in the auto clave is raised to 180° C. within one to two hours and maintained at that temperature for 4 to 5 hours. The temperature also increases the pressure to about 10 bars. The pressure is released to reach atmospheric pressure within 20-30 minutes and the temperature reduced gradually, so that the article can be removed.