The Promotional Measures of District Industrial Center on MSMEs – A Case Study with Special Reference to Vandiyur Block of Madurai District

Avabahuka is a disease of Amsasandhi ( Shoulder joint ) . Acharya Sushruta have described Avabahuka as a one of the type of Vata Vyadhi. It is one of the commonest musculoskeletal disorder . In Avabahuka,Vata gets lodged at the root of shoulder,subsequently constricting the veins and producing the loss of movements of the shoulder . Avabahuka can be corelate with Frozen shoulder having same complaints. Acharya Sushruta have mentioned Agnikarma for the treatment of Avabahuka

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Verbal Number in Chadic, with Special Reference to Hausa

The Oxford Handbook of Grammatical Number ◽

10.1093/oxfordhb/9780198795858.013.29 ◽

2021 ◽

pp. 596-626

Author(s):

Malte Zimmermann

Keyword(s):

Special Reference ◽

Semantic Interpretation ◽

Special Focus ◽

General Overview ◽

Basic Semantic

The chapter provides a general overview of the formal marking of pluractionality in Chadic languages and its observable interpretive effects, with a special focus of Hausa. Section 29.2 introduces the three major strategies for marking pluractionality in Chadic (reduplication, infixing/ablauting, suffixation), before discussing possible correspondences between formal marking and interpretation. The empirical focus lies on languages that do not figure prominently in earlier works on pluractionality in Chadic. The section also contains a case study on the interpretation of different ways of pluractional marking in West Chadic Bole. Section 29.3 introduces the basic patterns of pluractional marking in Hausa, and their basic semantic interpretation in terms of distribution over participants or places. It then discusses secondary, pragmatically inferred meaning effects in terms of abundance, individuation, or intensification. The chapter ends with a discussion of why pluractional marking in Hausa does not easily allow for iterative event interpretations.

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LINKING ISLAMIC COMMERCIAL AND SOCIAL FINANCE WITH SPECIAL REFERENCE TO CASH-WAQF AS NEW STRATEGY OF INTEREST-FREE MICRO-CREDIT FOR FAMILY EMPOWERMENT OF THE POOR TOWARDS ESTABLISHING WORLD SOCIAL BANK: A CASE STUDY APPROACH

Journal of Islamic Monetary Economics and Finance ◽

10.21098/jimf.v3i0.913 ◽

2018 ◽

Vol 3 ◽

pp. 1-32

Author(s):

Muhammad Abdul Mannan

Keyword(s):

Special Reference ◽

Case Study Approach ◽

Study Approach ◽

Family Empowerment ◽

The Poor ◽

New Strategy ◽

Micro Credit

Linking Islamic Commercial and Social Finance with Special Reference to Cash-Waqf as New Strategy of Interest-Free Micro-Credit for Family Empowerment of the Poor Towards Establishing World Social Bank: A Case Study Approach

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Evaluation of the performance of high-rise building structures with plan ‘H’ shaped for earthquake with height increase (Case study: Apartment Urban Sky-Bekasi)

IOP Conference Series Earth and Environmental Science ◽

10.1088/1755-1315/878/1/012053 ◽

2021 ◽

Vol 878 (1) ◽

pp. 012053

Author(s):

E Nehe ◽

P Simanjuntak ◽

S P Tampubolon

Keyword(s):

Building Structures ◽

Output Data ◽

High Rise ◽

Earthquake Force ◽

Earthquake Resistant ◽

Height Increase ◽

Design Earthquake ◽

Story Building ◽

Industrial Center

Abstract Currently, Bekasi City is developing into a residence for an urban, industrial center, and built apartments. One of them is the Urban Sky-Bekasi Apartment. This researched raises by an apartment as a case study to evaluate the performance of multi-story building structures as earthquake-resistant buildings. This researched conduct by add the original building height to 8 m (a basic height equals 102 m and a new height equals 110 m) to analyze whether the planning data made could still bear the same load with different heights and could still be categorized as earthquake-resistant buildings. From the results of the SAP-2000 output. The value of the basic static and dynamic shear forces in a 110 m building is always greater than a 102 m building in both the X and Y directions, this indicates that the taller a building is, the higher the design earthquake force used will be. The displacement in a 110 m building is always bigger than a 102 m building in both the X and Y directions. The weakest strength of the structure in a 110 m building is on the 29th floor in the X directions and Y directions, while the 102 m building is on the 26th floor in the X directions and 24 directions. It shows that with the addition of high SAP-2000 output data such as displacement, drift ratio, and other data after analysis shows that a 110 m building is categorized as an earthquake-resistant building according to SNI 1726-2012.

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