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Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 1 : Proceedings of ICCEA 2023
| Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 1 : Proceedings of ICCEA 2023 |
| Autore | Kang Thomas |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer Singapore Pte. Limited, , 2024 |
| Descrizione fisica | 1 online resource (451 pages) |
| Altri autori (Persone) | LeeYoungjin |
| Collana | Lecture Notes in Civil Engineering Series |
| ISBN |
9789819753116
9789819753109 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Committees -- Contents -- Development of a Management System for Digital Construction of Non-standardized Units Design -- 1 Background -- 2 Research Methodology -- 2.1 Analysis of Previous Studies -- 2.2 Conclusion and Discussion of Previous Studies -- 3 Our Developed Digital Construction Management System -- 3.1 Method of Our Developed Management System -- 3.2 Practical Application of the Developed Management System -- 4 Discussion and Conclusion -- 4.1 Discussion -- 4.2 Conclusion -- References -- A Framework of Decision Support System from BIM to Digital Twin Aiming Zero Energy Buildings -- 1 Introduction -- 2 Methodology -- 3 Results -- 3.1 Zero Energy Building Strategies and Parameters -- 3.2 BIM and Building Energy Efficiency -- 3.3 Generative Design on Building Energy Efficiency -- 3.4 Digital Twin in Building Sector and Building Energy Efficiency -- 4 Discussion -- 5 Future Studies -- References -- Application of External Wall Insulation Materials for Residential Buildings in Hot Summer and Cold Winter Area Under Intermittent Operation of Radiant Air Conditioning -- 1 Introduction -- 2 Methods -- 2.1 Physical Models -- 2.2 System Operating Parameters and Exterior Wall Thermal Performance -- 2.3 System Operating Parameters and Exterior Wall Thermal Performance -- 3 Results and Analysis -- 3.1 Effect on Indoor Air Temperature -- 3.2 Effect on Thermal Response Time -- 3.3 Effect on Annual Heat and Cold Load -- 3.4 Comprehensive Evaluation -- 4 Conclusion -- References -- Domoflex: "Structural System for Emergency Shelters with Bamboo Slats in Bending Active, on the Northern Coast of Peru" -- 1 Introduction -- 2 Method -- 2.1 Study Area -- 2.2 Natural Resources -- 3 Results -- 3.1 First Stage - Testing and Creation of the Structural System -- 3.2 Second Stage - Prototypes -- 4 Discussion -- 5 Conclusions -- References.
The Role of Materials in the Design of Extensions for Historic Buildings: Use of Glass -- 1 Introduction -- 2 Refunctioning -- 3 Glass and Its Use in Architecture -- 4 Use of Glass in Extensions -- 5 Results -- 6 Conclusion -- References -- Application of Deep Generative Models in the Design of Buildings and Structures -- 1 Introduction -- 2 Research Methods and Materials -- 3 Image Editing -- 3.1 MidJourney -- 3.2 Dall-E 2 -- 3.3 Stable Diffusion -- 4 Working with Text Information -- 5 Developing a VBA Program with ChatGPT -- 6 Conclusion -- References -- The Impact of Different Shapes in Knockdown Construction Interlocking Systems on the Flexural Strength of Longitudinal Half-Lap Wooden Joints with Tongue-and-Groove -- 1 Introduction -- 2 Literature Review -- 2.1 Longitudinal Half-Lap Joint and Tongue-and-Groove Joint -- 2.2 Knockdown Construction and Interlocking System -- 2.3 Physical Properties of Wood -- 2.4 Computation of MoR and MoE Values -- 3 Methods -- 3.1 Preparation -- 3.2 Physical Testing of Wood Samples -- 3.3 Wood Uniformity Testing -- 3.4 Wooden Joint -- 3.5 Mechanical Testing -- 3.6 Analysis of the Effect of Interlocking Form -- 4 Results and Discussion -- 4.1 Physical Properties Testing of Woods -- 4.2 Mechanical Testing of Woods -- 5 Conclusion and Suggestion -- References -- Effect of Layer Thickness in Buckling of Sandwich Plates Subjected to Different Types of In-Plane Loadings -- 1 Introduction -- 2 Material and Methods -- 2.1 In-Plane Loadings -- 2.2 Boundary Conditions -- 2.3 Finite Element Software -- 3 Results and Discussion -- 3.1 Effect of In-Plane Loadings -- 3.2 Effect of Boundary Conditions -- 4 Conclusions -- References -- Employing Virtual Reality for Evaluating Infrastructure Conditions -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Current Practice of Site Assessments. 3.2 Condition Assessment Review -- 3.3 Current Practice of Site Assessments -- 4 Conclusion and Recommendations -- References -- An Experimental Study on Intermissive Fatigue Behaviors of Fiber Cement Beams Based on Viscoelastic Model -- 1 Introduction -- 2 Theoretical Background -- 2.1 The Creep Characteristics of Zener Model -- 2.2 Bending Vibration of the Beam -- 2.3 Vibrational Response of the Beam -- 3 Exemplary Results -- 3.1 Experimental Model -- 3.2 Load Scenarios -- 3.3 Results -- 4 Conclusion -- References -- Parametric Study and Design Formulae for the Tensile Strength of the Doubler-Plate Reinforced Square Hollow Section T-joints -- 1 Introduction -- 2 Summary of the Experimental Test and Finite Element Model -- 2.1 Test Set up -- 2.2 Finite Element Model and Verification -- 3 Parametric Study and Design Formulae -- 3.1 Parametric Study Strategy -- 3.2 Discussion -- 3.3 Design Formulae -- 4 Conclusions -- References -- In-Plane Bending Behavior of Single-Layer Glass Beams in Frameless Glass Structure -- 1 Introduction -- 2 Structure Art Ideology and Patterns of Frameless Glass Structure Configuration -- 2.1 Lap-panels and Crossing-panels -- 2.2 Triple-Connecting -- 2.3 Unite of Pyramid -- 3 Practical Design Approach -- 4 Experimental Approach -- 4.1 Design and Fabrication of the Experimental Setup -- 4.2 Specimens -- 5 Experimental Results -- 5.1 Load-Strain Curve -- 5.2 Displacement Curve -- 6 Numerical Analysis -- 7 Conclusion -- References -- Detecting Damage on Beam-Like Structures Based on Damage Index of Static Displacement -- 1 Introduction -- 2 Theory -- 2.1 Deflection Equation of Beam -- 3 Tested Model -- 3.1 Survey Subjects -- 3.2 Experimental Model -- 3.3 Numerical Model -- 4 Results and Discussion -- 5 Conclusion -- References. The Spatial Variability of Random Fill Shear Strength Based on In-Situ Large Scale Direct Shear Test in the Kuwil Kawangkoan Dam Construction -- 1 Introduction -- 2 Kuwil Kawangkoan Dam -- 3 Random Material Use in a Dam -- 4 Shear Strength of Random Material Based on Mohr-Coulomb Approach -- 5 In-Situ Large-Scale Direct Shear Test in Kuwil Kawangkoan Dam -- 6 Test Outcome and Discussion -- 7 Summary and Conclusion -- References -- Innovative Design and Structural Behavior of UHPC Composite Cap Foundation Under Ultimate Limit State -- 1 Introduction -- 2 Structural Information and Concept Development -- 2.1 Basic Information -- 3 Finite Element Model -- 3.1 Analysis Model -- 3.2 Analysis Model -- 3.3 Loading -- 4 Structural Analysis Under Ultimate Limit State -- 4.1 Stress of USIP Formwork Concrete -- 4.2 Stress of Core Concrete -- 4.3 Stress of Reinforcement in Core Concrete -- 5 Conclusions -- References -- Smart Structure Technology for Resilient Building and Infrastructures Against Natural Hazards: Past Experiences, Opportunities, and Challenges -- 1 Smart Structure Technology -- 1.1 Brief Historical Developments -- 1.2 Control System Principles -- 2 Past Experiences -- 2.1 Previous Research Topics in Control Systems -- 2.2 Application of Control Systems in Civil Structures -- 3 Opportunities and Challenges -- 3.1 Opportunities for Smart Structure Application -- 3.2 Implementation Challenges -- References -- Research and Application of the New Type of High Formwork Support Combination System -- 1 Introduction -- 2 Floor-Deck and 回-shaped Ground Trackless Sliding Formwork System -- 2.1 Design of Floor Bearing Plate -- 2.2 Design of Back-Shaped Formwork Support System -- 2.3 Checking Conclusion -- 2.4 Design of Trackless Ground Slip System -- 3 Application -- 3.1 Modification of Design Document -- 3.2 Application Process of Combined Formwork Support. 3.3 Technical Essential -- 4 Application Effect Evaluation -- 4.1 Security of the System -- 4.2 Due to the Reduction of the Amount of Construction Work the Goals Are Achieved. -- 5 Conclusion -- 5.1 A New Type of High Formwork System is Studied and Applied, Which is More Suitable for Large Space Structure Construction -- 5.2 The Application of Technology Greatly Reduces the Amount of Formwork Materials and Manual Consumption is Worth Promoting -- References -- A Framework for Integrated Multi-level Information Modelling and Numerical Analysis of Corrosion-Damaged RC Bridges -- 1 Introduction -- 2 Methodology -- 2.1 Overall Concept -- 2.2 Parametric Multi-level Information and Numerical Modelling -- 2.3 Structural Element and Material Parameters -- 2.4 Damage Parameters -- 2.5 FE Damage Models -- 2.6 Integrated Multi-level Information and Numerical Model -- 3 Example -- 4 Conclusions -- 5 Future Perspective -- References -- Local Damage Evolution Analysis of the Interface Between Prefabricated UHPC Element and Cast-In-Place Concrete -- 1 Introduction -- 2 Finite Element Model -- 2.1 Analysis Model -- 2.2 Material -- 2.3 Loading and Boundary Conditions -- 3 Results and Analysis -- 3.1 Evolution of Local Compression and Tension Damage -- 3.2 Mises Stress Results -- 4 Conclusions -- References -- Experimental Study on Failure Mode of RC Beam Strengthened with Smart Alloy -- 1 Introduction -- 2 Materials and Methods -- 2.1 Experimental Setup -- 3 Result -- 3.1 Load-Deflection -- 3.2 Failure Mode and Cracking Patterns -- 3.3 Load-Strain Results -- 4 Discussions -- 5 Conclusions -- References -- Comparative Analysis of Reinforcement Quantities for Reinforced Concrete Structures Under Crack Control -- 1 Introduction -- 2 Project Overview -- 3 Comparative Analysis -- 3.1 National Standard Calculations -- 3.2 Water Transportation Works. 3.3 Power Engineering Calculations. |
| Record Nr. | UNINA-9910878058403321 |
Kang Thomas
|
||
| Singapore : , : Springer Singapore Pte. Limited, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2 : Proceedings of ICCEA 2023
| Proceedings of 6th International Conference on Civil Engineering and Architecture, Vol. 2 : Proceedings of ICCEA 2023 |
| Autore | Kang Thomas |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Singapore : , : Springer, , 2024 |
| Descrizione fisica | 1 online resource (0 pages) |
| Altri autori (Persone) | LeeYoungjin |
| Collana | Lecture Notes in Civil Engineering Series |
| ISBN |
9789819753154
9789819753147 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Committees -- Contents -- Organizational Structure of Participatory Planning in Urban Regeneration: Cases from Shanghai, China -- 1 Introduction -- 2 Literature Review -- 2.1 Organizational Structure in Participatory Planning -- 2.2 Participatory Planning in Shanghai, China -- 3 Methodology -- 3.1 Case Selection -- 3.2 Data Collection and Analysis -- 4 Findings -- 4.1 Spatial Type and Phasing of Participation -- 4.2 Implementation Process -- 5 Discussion -- 5.1 Key Implementer - Subdistrict Office of the State -- 5.2 Novel Ways of Collaboration -- 5.3 Communication Platform -- 6 Conclusion -- References -- Adaptive Drainage Decompression System Mitigates Liquefaction Uplift of Underground Utility Tunnels -- 1 Introduction -- 2 Numerical Modelling -- 2.1 Introduction to the Model -- 2.2 Soil Constitutive Model and Material Parameters -- 2.3 Input Earthquake Motion and Meshing -- 2.4 Procedure for Numerical Analysis -- 3 Comparison and Discussion of Results -- 3.1 Excess Pore Water Pressure -- 3.2 Deformation of the Soil -- 3.3 Uplift of the Structure -- 4 Conclusions -- References -- A New Research on Campus Renewal Design Strategy from the Perspective of "Campus - City Symbiosis" -- 1 Introduction -- 2 Literature Review -- 3 Method -- 4 Practice -- 4.1 Object -- 4.2 Structural Stratification -- 4.3 Optimize the Scale -- 4.4 Traffic Combing -- 4.5 Function Sharing -- 4.6 Boundary Penetration -- 4.7 Mechanism Innovation -- 5 Results and Conclusion -- References -- Study on Detour Degree of Underground Nodal Spaces in Cold Cities Based on Spatial Barrier Model Theory -- 1 Research Overview -- 1.1 Background of the Study -- 1.2 Research Objective -- 2 Calculation of Underground Space Detour Degree Based on Spatial Barrier Model -- 2.1 Basic Concepts of Detour Degree -- 2.2 Basic Concepts of Spatial Barrier Model.
2.3 Derivation of a Formula for Calculating Detour Degree in Underground Space Based on a Spatial Barrier Model -- 3 Application of Detour Degree Calculation for Underground Nodal Spaces in Cold Cities -- 3.1 Classification of Underground Nodal Space -- 3.2 Field Study of Underground Nodal Spaces and Calculation of Mean Value of Detour Degree -- 4 Conclusions of the Study -- References -- Investigation of Cracking Potential Using Dewatered Sludge as Landfill Liner -- 1 Introduction -- 2 Material and Methods -- 3 Result and Discussion -- 3.1 Swelling Bentonite Test -- 3.2 Standard Proctor Test -- 3.3 Permeability Test -- 3.4 Desiccation (Wetting-Drying Cycle) -- 4 Conclusions -- References -- Behaviors of Assembly Gravity Expansion Foundation for Onshore Wind Turbines Under Extreme Load Conditions -- 1 Introduction -- 2 Concepts and Performance Analysis -- 2.1 Basic Concepts of Onshore Wind Turbine -- 2.2 Assembled Solution for Gravity Extended Foundation -- 3 Performance Analysis of the Assembly Solution -- 3.1 Finite Element Model -- 4 Results and Analysis -- 4.1 Stability Analysis -- 4.2 Carrying Capacity Results and Analysis -- References -- Flexure Behavior of Prestressed RC Modula for Onshore Wind Tower Foundation -- 1 Introduction -- 2 Flexural Capacity Analysis of Section with Key Tooth Dry Joint -- 2.1 Section Analysis -- 2.2 FEM Analysis -- 3 Results Analysis -- 4 Conclusions -- References -- Research on New Technology of Elastic Cushion Layer for Static Load Testing of Composite Foundations -- 1 Introduction -- 2 Field Static Load Test Scheme for Elastic Cushion Layer -- 2.1 On-Site Test Scheme -- 2.2 Field Static Load Test -- 3 Analysis of Static Load Test on Composite Foundation -- 3.1 Analysis of Typical Flexible Pile (Cement Mixed Pile) -- 3.2 Analysis of Typical Semi-rigid Pile (CFG Pile) Test. 3.3 Analysis and Conclusion of On-Site Test Scheme -- 4 Conclusion -- References -- Behaviors Analysis of High Performance Composite Bearing Cap Made by UHPC Permanent Form for Offshore Wind Tower Foundation -- 1 Introduction -- 2 Basic Information and FEA Model -- 2.1 Basic Information of High Performance Composite Bearing Cap -- 2.2 Finite Element Analysis Model -- 3 Results and Analysis -- 3.1 Serviceability Limit State (SLS) -- 3.2 Failure Mode of the Concrete Cap -- 4 Conclusions -- References -- Shear Behavior Solution of the Shear Keyed Joints for Onshore Wind Foundation -- 1 Introduction -- 2 Research Progress of the Joints Behaviors -- 2.1 Experimental Tests of Dry Joints -- 2.2 Analytical Method of Dry Joints -- 3 Joints' Shear Capacity Under Small Confining Stress -- 3.1 Slippage Failure Mode -- 3.2 Shear Failure Mode -- 3.3 Shear Capacity in the Ultimate State -- 3.4 Test Parameters -- 3.5 Comparison of Finite Element Analysis Results -- 4 Conclusions -- References -- Seismic Retrofitting of Tied Arch Bridge with Friction Pendulum Isolation Bearings -- 1 Introduction -- 2 Bridge Conditions After the 2018 Palu Earthquake -- 3 Bridge Description and Finite Element Models -- 3.1 Bridge Descriptions -- 3.2 FEM Models -- 4 Isolation System Analysis Procedure -- 5 Analysis Results and Discussions -- 5.1 Bridge Response of Displacement and Acceleration -- 5.2 Base Shear, Internal Forces, D/C Ration and Hysteretic Curve, and Isolator Displacement -- 5.3 Plastic Hinges Formation and Seismic Performance -- 6 Conclusions -- References -- Analysis of Earthquake-Resistant Behavior in Buildings with the Implementation of the Metal Structural System of Rigid Perimeter Grid -- 1 Introduction -- 2 Methodology -- 3 Results -- 3.1 Presentation of Results -- 3.2 Analysis of Results -- 4 Conclusions and Recommendations -- References. Design Methodology for the Mechanical Performance of the Prefabricated Expansion RC Foundation of Onshore Wind Turbines -- 1 Introduction -- 2 Overall Stability Checking -- 2.1 Foundation Bearing Capacity and Foundation Void Rate -- 2.2 Maximum Vertical Displacement and Rotation Angle -- 2.3 Anti-overturning and Anti-slip -- 3 Circumferential Bending Moment of Splicing Joint -- 3.1 S3 Load Level -- 3.2 Ultimate Limit State -- 4 Shear Behaviour of Foundation Section -- 4.1 Cast-in-Place Integral Foundation -- 4.2 Maximum Shear Force of Assembly Foundation Joints -- 5 Shear Capacity and Structural Requirements of Splicing Joint -- 5.1 Shear Capacity Requirements -- 5.2 Programmed Checking Method -- 6 Conclusions -- References -- Seismic Retrofit of Shear Wall Medium-Rise RC Building with Buckling-Restrained Braces -- 1 Introduction -- 2 Seismic Retrofit Design Concept for BRBs -- 3 Numerical Model -- 4 Analysis Results -- 5 Conclusions -- References -- Analysis of Fire Source Development Characteristics and Perception Parameters in Highway Tunnel -- 1 Introduction -- 1.1 Characteristics of Fire in Highway Tunnels -- 2 Characteristics and Parameter Expression of Fire in Highway Tunnels -- 2.1 Parametric Expression of Fire in Highway Tunnels -- 3 Effective Perceptual Parameters Determination for Fire in Highway Tunnels -- 4 Conclusion -- References -- The Effect of Corroded Offshore Pipeline Under Combine Loads: Bending and Burst Pressure Using FEA -- 1 Introduction -- 2 Research Methodology -- 2.1 Numerical Analysis -- 2.2 Sensitivity Analysis -- 3 Results and Discussion -- 3.1 Residual Strength -- 3.2 Stress Behavior -- 3.3 Validation -- 4 Conclusion -- 5 Recommended Future Studies -- References -- Dynamic Analysis of Double Track Simply Supported Railway Bridge Under High-Speed Trains -- 1 Introduction. 2 Dynamic Analysis for High-Speed Railway Bridges -- 2.1 Fundamental Design Approach -- 2.2 Parameter Considering the Design of High-Speed Railway Bridges -- 3 Case Study and Parameters -- 3.1 Bridge Properties -- 3.2 Bridge Modeling and Train Loading -- 4 Dynamic Analysis Results -- 4.1 Accelerations -- 4.2 Deflections and Moments -- 4.3 Dynamic Amplification Factors (DAF) -- 5 Conclusions -- References -- Behaviour of Layered Composite Fiber-Reinforced Polymers for Rehabilitation Subsea Pipes -- 1 Introduction -- 2 Literature Background -- 3 Methodology -- 3.1 Finite Element Modelling -- 3.2 Output Analysis -- 4 Result and Discussion -- 5 Conclusions -- 6 Future Recommended Research -- References -- A Bibliometric Analysis on Studies Related to the Mechanical Behavior of Corroded Pipelines -- 1 Introduction -- 2 Methodology -- 3 Results and Discussion -- 3.1 Publication Trend Analysis -- 3.2 Analysis by Country and Institution -- 3.3 Authorship Analysis -- 3.4 Co-authorship Analysis -- 3.5 Keyword Analysis -- 3.6 Analysis of the 10 Most Cited Publications -- 4 Conclusions -- References -- Design of Reinforced Earth Railway Embankment for Rapid Loading System at Coal Handling Plant -- 1 Introduction -- 1.1 Problem Statement -- 1.2 Objective and Methodology -- 2 Experimental Study -- 2.1 Work Plan -- 2.2 Results -- 3 Numerical Modeling -- 3.1 Analysis of Unreinforced Embankment -- 3.2 Analysis of Embankment Reinforced with Geocells -- 3.3 Analysis of Embankment Reinforced with Geocells and Side Slope Anchors -- 4 Conclusions and Recommendations -- References -- Numerical Sensitivity Analysis of Corroded Subsea Pipes Patched with GFRP -- 1 Introduction -- 2 Brief of Literature Review -- 3 Methodology -- 3.1 Sensitivity Analysis and FEM -- 4 Results and Discussion -- 4.1 Pilot Finite Element (FE) Model -- 4.2 Variability in Burst Pressure across Wraps. 5 Novelty and Future Works. |
| Record Nr. | UNINA-9910874668903321 |
|
Kang Thomas
|
||
| Singapore : , : Springer, , 2024 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim
| Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim |
| Autore | Kang Thomas |
| Pubbl/distr/stampa | Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 |
| Descrizione fisica | 1 online resource (145 p.) |
| Disciplina |
620.1
624.1 624.1/834 |
| Altri autori (Persone) | KimWoosuk |
| Soggetto topico | Reinforced concrete construction |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-4438-5525-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | TABLE OF CONTENTS; LIST OF FIGURES; LIST OF TABLES; ABSTRACT; CHAPTER ONE; CHAPTER TWO; CHAPTER THREE; CHAPTER FOUR; CHAPTER FIVE; CHAPTER SIX; CHAPTER SEVEN; REFERENCES |
| Record Nr. | UNINA-9910453467003321 |
|
Kang Thomas
|
||
| Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim
| Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim |
| Autore | Kang Thomas |
| Pubbl/distr/stampa | Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 |
| Descrizione fisica | 1 online resource (145 p.) |
| Disciplina |
620.1
624.1 624.1/834 |
| Altri autori (Persone) | KimWoosuk |
| Soggetto topico | Reinforced concrete construction |
| ISBN | 1-4438-5525-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | TABLE OF CONTENTS; LIST OF FIGURES; LIST OF TABLES; ABSTRACT; CHAPTER ONE; CHAPTER TWO; CHAPTER THREE; CHAPTER FOUR; CHAPTER FIVE; CHAPTER SIX; CHAPTER SEVEN; REFERENCES |
| Record Nr. | UNINA-9910790705003321 |
|
Kang Thomas
|
||
| Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim
| Structural investigation for reinforcing congestion alleviation in concrete members and connections / / by Thomas Kang and Woosuk Kim |
| Autore | Kang Thomas |
| Pubbl/distr/stampa | Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 |
| Descrizione fisica | 1 online resource (145 p.) |
| Disciplina |
620.1
624.1 624.1/834 |
| Altri autori (Persone) | KimWoosuk |
| Soggetto topico | Reinforced concrete construction |
| ISBN | 1-4438-5525-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | TABLE OF CONTENTS; LIST OF FIGURES; LIST OF TABLES; ABSTRACT; CHAPTER ONE; CHAPTER TWO; CHAPTER THREE; CHAPTER FOUR; CHAPTER FIVE; CHAPTER SIX; CHAPTER SEVEN; REFERENCES |
| Record Nr. | UNINA-9910811094003321 |
|
Kang Thomas
|
||
| Newcastle upon Tyne : , : Cambridge Scholars Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||