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BL
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| Record Number
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890300
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| Main Entry
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Internation Conference on "Trends and Advancement in Civil Engineering"(2nd :2018 :, Amity University, Noida)
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| Title & Author
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Advances in structural engineering and rehabilitation : : select proceedings of TRACE 2018 /\ Sondipon Adhikari, B. Bhattacharjee and J. Bhattacharjee.
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| Publication Statement
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Singapore :: Springer,, [2019]
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| Series Statement
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Lecture notes in civil engineering ;; volume 38
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| Page. NO
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1 online resource :: illustrations
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| ISBN
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9789811376153
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: 9811376158
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9789811376146
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| Bibliographies/Indexes
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Includes bibliographical references and index.
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| Contents
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Intro; Preface; Acknowledgements; Contents; About the Editors; Experimental and Numerical Study to Improve Lateral Load Resistance of Masonry Stack; 1 Introduction; 2 Modeling of Structure; 2.1 Choice of Elements; 2.2 Material Properties; 2.3 Result and Discussion; 2.4 Stress Computation; 3 Experimental Investigation; 3.1 Compressive Strength; 3.2 Testing of Masonry in Universal Testing Machine; 3.3 Testing of Structure Under Horizontal Load: Shake Table Results; 4 Results and Discussion; 5 Conclusion; References; Experimental Study of Confined Brick Masonry Building; 1 Introduction
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2 Building of Model2.1 Plan of the CBM Model; 2.2 Reinforcement Detailing of the Model; 2.3 Making of CBM Model; 3 Experimental Investigation; 3.1 Shake Table Test; 3.2 The Response of the Model Under Different Variable Magnitudes and Frequencies; 3.3 Acceleration Analysis of Model; 3.4 Acceleration Versus Time History for Amplitude-5 mm and Frequency-0.6 Hz; 3.5 Condition of the Model After Test; 4 Conclusion; 5 Recommendations; References; A Stochastic Investigation of Effect of Temperature on Natural Frequencies of Functionally Graded Plates; 1 Introduction; 2 Mathematical Formulation
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2.4 Clause 5.6.3: Natural Frequency of Floor System: The Natural Vertical Vibration Frequency of Any Floor System Shall not Exceed 3 Hz Without Demonstration of Acceptability Using Rational Procedures2.5 Clause 6.2.2.4: The Damping Ratio Considered Shall not Be Greater Than 2% of Critical for Concrete Buildings; 2.6 Clause 6.3.1: Vertical Shaking Shall Be Considered Simultaneously with Horizontal Shaking for Tall Buildings in Seismic Zone V
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3 Multivariate Adaptive Regression Splines4 MARS-Based Natural Frequency Analysis; 5 Results and Discussions; 6 Conclusions; References; Retrofitting of a Multistoried Building with Earthquake-Resistance Design; 1 Introduction; 2 Aim of the Study; 3 Geometric Details; 4 Load Calculations; 5 Proposed Structure; 6 Findings of the Analysis/Design; 7 Column/Beam Retrofitting; 8 Conclusion; Biological Methods to Achieve Self-healing in Concrete; 1 Introduction; 2 Biological Approach to Self-healing; 3 Materials and Methods; 3.1 Sample Preparation; 3.2 Methodology for Analysis of Concrete Types
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4 ConclusionReferences; Finite Element Analysis of Profiled Deck Composite Slab Using ANSYS; 1 Introduction; 2 Finite Element Model; 2.1 Model Description; 3 Results; 4 Conclusion; References; A Brief Review of Structural Aspects of IS 16700:2017; 1 Introduction; 2 Review of Some Important Provisions of IS 16700; 2.1 Clause 5.4.1: Lateral Drift; 2.2 Tables 1 and 2 of IS 16700 [1]; 2.3 Clause 5.6.2: Opening in Floor Systems
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| Subject
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Structural analysis (Engineering), Congresses.
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Structural engineering, Congresses.
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Structural analysis (Engineering)
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| Subject
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Structural engineering.
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| Subject
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TECHNOLOGY ENGINEERING-- Civil-- General.
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| Dewey Classification
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624.1
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| LC Classification
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TA630
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| Added Entry
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Adhikari, Sondipon
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Bhattacharjee, B.
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Bhattacharjee, J.
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