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Question Bank in Postharvest Technology

Question Bank in Postharvest Technology

SPS Guleria; Anil Kumar Verma; Anil Kumar Gupta; Dharmindher Kumar; Vipul Kumar Parekh

New India Publishing Agency- Nipa
2020
nidottu
The second edition of the book Question Bank in Postharvest Technology has been thoroughly revised and expanded to include a sufficient number of multiple-choice questions, fill-in-the-blank exercises, matching exercises, and a glossary covering the topic. The inclusion of over 1500 multiple-choice questions, 500 fill-in-the-blank exercises, and 300 matching exercises specifically focused on postharvest technology makes this book an invaluable resource for every student.
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Question Bank in Plant Sciences

Question Bank in Plant Sciences

Bimal S. Desai; Akshay I. Patel; Kirti Bardhan; Vipul Kumar Parekh

New India Publishing Agency- Nipa
2020
nidottu
The goal of this book is to present a comprehensive overview of the various disciplines that fall under the umbrella of plant sciences. It is intended to assist students in understanding the intricate details of plant biology, including cell biology, biochemistry, biotechnology, genetics, breeding, plant physiology, medicinal and aromatic plants, as well as botany. The books primary objective is to provide students with a comprehensive understanding of these subjects. The books focus is on multiple choice questions and objective type questions, which are considered to be more precise and reliable, as well as easier to grade. The book is designed to help students prepare for exams that place a strong emphasis on these types of questions.
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Concrete-Filled Stainless Steel Tubular Columns

Concrete-Filled Stainless Steel Tubular Columns

Vipulkumar Patel; Qing Quan Liang; Muhammad Hadi

CRC Press
2020
nidottu
Concrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are characterized by the different strain-hardening behavior of stainless steel in tension and in compression, local buckling of stainless steel tubes and concrete confinement. Design codes and numerical models often overestimate or underestimate the ultimate strengths of CFSST columns. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending. The effects of different strain-hardening characteristics of stainless steel in tension and in compression, progressive local and post-local buckling of stainless steel tubes and concrete confinement are taken into account in the computational models. The numerical models simulate the axial load-strain behavior, moment-curvature curves, axial load-deflection responses and axial load-moment strength interaction diagrams of CFSST columns. The book describes the mathematical formulations, computational procedures and model verifications for circular and rectangular CFSST short and slender columns. The behavior of CFSST columns under various loading conditions is demonstrated by numerous numerical examples.This book is written for practising structural and civil engineers, academic researchers and graduate students in civil engineering who are interested in the latest computational techniques and design methods for CFSST columns.
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Concrete-Filled Stainless Steel Tubular Columns

Concrete-Filled Stainless Steel Tubular Columns

Vipulkumar Patel; Qing Quan Liang; Muhammad Hadi

CRC Press
2018
sidottu
Concrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are characterized by the different strain-hardening behavior of stainless steel in tension and in compression, local buckling of stainless steel tubes and concrete confinement. Design codes and numerical models often overestimate or underestimate the ultimate strengths of CFSST columns. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending. The effects of different strain-hardening characteristics of stainless steel in tension and in compression, progressive local and post-local buckling of stainless steel tubes and concrete confinement are taken into account in the computational models. The numerical models simulate the axial load-strain behavior, moment-curvature curves, axial load-deflection responses and axial load-moment strength interaction diagrams of CFSST columns. The book describes the mathematical formulations, computational procedures and model verifications for circular and rectangular CFSST short and slender columns. The behavior of CFSST columns under various loading conditions is demonstrated by numerous numerical examples.This book is written for practising structural and civil engineers, academic researchers and graduate students in civil engineering who are interested in the latest computational techniques and design methods for CFSST columns.
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