ARCHITECTURAL HISTORY AND THEORY CONFERENCE


Architectural History and Theory Conference is one of the leading research topics in the international research conference domain. Architectural History and Theory is a conference track under the Architecture and Urban Planning Conference which aims to bring together leading academic scientists, researchers and research scholars to exchange and share their experiences and research results on all aspects of Architecture and Urban Planning.

internationalconference.net provides a premier interdisciplinary platform for researchers, practitioners and educators to present and discuss the most recent innovations, trends, and concerns as well as practical challenges encountered and solutions adopted in the fields of (Architecture and Urban Planning).

Architectural History and Theory is not just a call for academic papers on the topic; it can also include a conference, event, symposium, scientific meeting, academic, or workshop.

You are welcome to SUBMIT your research paper or manuscript to Architectural History and Theory Conference Track will be held at “Architecture and Urban Planning Conference in Paris, France in June 2019” - “Architecture and Urban Planning Conference in London, United Kingdom in August 2019” - “Architecture and Urban Planning Conference in New York, United States in October 2019” - “Architecture and Urban Planning Conference in Rome, Italy in December 2019” - “Architecture and Urban Planning Conference in London, United Kingdom in February 2020” - “Architecture and Urban Planning Conference in Barcelona, Spain in April 2020” .

Architectural History and Theory is also a leading research topic on Google Scholar, Semantic Scholar, Zenedo, OpenAIRE, BASE, WorldCAT, Sherpa/RoMEO, Elsevier, Scopus, Web of Science.

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

JUNE 26 - 27, 2019
PARIS, FRANCE

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

AUGUST 21 - 22, 2019
LONDON, UNITED KINGDOM

  • Abstracts/Full-Text Paper Submission Deadline May 30, 2019
  • Notification of Acceptance/Rejection Deadline June 13, 2019
  • Final Paper and Early Bird Registration Deadline July 22, 2019
  • CONFERENCE CODE: 19AUPC08GB
  • One Time Submission Deadline Reminder

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

OCTOBER 09 - 10, 2019
NEW YORK, UNITED STATES

  • Abstracts/Full-Text Paper Submission Deadline May 30, 2019
  • Notification of Acceptance/Rejection Deadline June 13, 2019
  • Final Paper and Early Bird Registration Deadline September 09, 2019
  • CONFERENCE CODE: 19AUPC10US
  • One Time Submission Deadline Reminder

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

DECEMBER 11 - 12, 2019
ROME, ITALY

  • Abstracts/Full-Text Paper Submission Deadline May 30, 2019
  • Notification of Acceptance/Rejection Deadline June 13, 2019
  • Final Paper and Early Bird Registration Deadline November 12, 2019
  • CONFERENCE CODE: 19AUPC12IT
  • One Time Submission Deadline Reminder

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

FEBRUARY 18 - 19, 2020
LONDON, UNITED KINGDOM

  • Abstracts/Full-Text Paper Submission Deadline May 30, 2019
  • Notification of Acceptance/Rejection Deadline June 13, 2019
  • Final Paper and Early Bird Registration Deadline January 16, 2020
  • CONFERENCE CODE: 20AUPC02GB
  • One Time Submission Deadline Reminder

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

APRIL 15 - 16, 2020
BARCELONA, SPAIN

  • Abstracts/Full-Text Paper Submission Deadline May 30, 2019
  • Notification of Acceptance/Rejection Deadline June 13, 2019
  • Final Paper and Early Bird Registration Deadline March 16, 2020
  • CONFERENCE CODE: 20AUPC04ES
  • One Time Submission Deadline Reminder
FINISHED

INTERNATIONAL ARCHITECTURE AND URBAN PLANNING CONFERENCE

MARCH 19 - 20, 2019
ISTANBUL, TURKEY

Architecture and Urban Planning Conference Call For Papers are listed below:

Previously Published Papers on "Architectural History and Theory Conference"

  • Investigating Aesthetics According to Gestalt's Theories and Principles of Architectural Design
    Authors: D. Moussazadeh, A. Aytug, Keywords: Architecture design, Gestalt, architectural principle, museum. DOI:10.5281/zenodo. Abstract: In this study, aesthetics, which is architecture-dependent, covers the interpretable, debatable, and mathematical features. The purpose of this study is to provide a different perspective on the values of formal aesthetics and to analyze architectural forms to examine the factors that are related to the form of architectural works. In this study, the formal factors of aesthetics have been objectively studied and analyzed.
  • Theoretical, Numerical and Experimental Assessment of Elastomeric Bearing Stability
    Authors: Manuel A. Guzman, Davide Forcellini, Ricardo Moreno, Diego H. Giraldo, Keywords: Elastomeric bearings, experimental tests, numerical simulations, stability, large-displacement theory. DOI:10.5281/zenodo.2021621 Abstract: Elastomeric bearings (EB) are used in many applications, such as base isolation of bridges, seismic protection and vibration control of other structures and machinery. Their versatility is due to their particular behavior since they have different stiffness in the vertical and horizontal directions, allowing to sustain vertical loads and at the same time horizontal displacements. Therefore, vertical, horizontal and bending stiffnesses are important parameters to take into account in the design of EB. In order to acquire a proper design methodology of EB all three, theoretical, finite element analysis and experimental, approaches should be taken into account to assess stability due to different loading states, predict their behavior and consequently their effects on the dynamic response of structures, and understand complex behavior and properties of rubber-like materials respectively. In particular, the recent large-displacement theory on the stability of EB formulated by Forcellini and Kelly is validated with both numerical simulations using the finite element method, and experimental results set at the University of Antioquia in Medellin, Colombia. In this regard, this study reproduces the behavior of EB under compression loads and investigates the stability behavior with the three mentioned points of view.
  • Seismic Analysis of Structurally Hybrid Wind Mill Tower
    Authors: Atul K. Desai, Hemal J. Shah, Keywords: Dynamic analysis, hybrid wind mill tower, resonance condition, synthetic time history. DOI:10.5281/zenodo.1474495 Abstract: The tall windmill towers are designed as monopole tower or lattice tower. In the present research, a 125-meter high hybrid tower which is a combination of lattice and monopole type is proposed. The response of hybrid tower is compared with conventional monopole tower. The towers were analyzed in finite element method software considering nonlinear seismic time history load. The synthetic seismic time history for different soil is derived using the SeismoARTIF software. From the present research, it is concluded that, in the hybrid tower, we are not getting resonance condition. The base shear is less in hybrid tower compared to monopole tower for different soil conditions.
  • Applying the Integrative Design Process in Architectural Firms: An Analytical Study on Egyptian Firms
    Authors: Carole A. El Raheb, Hassan K. Abdel-Salam, Ingi Elcherif, Keywords: Application, architectural firms, integrative design principles, integrative design process, the project quality. DOI:10.5281/zenodo.1317306 Abstract: An architect carrying the design process alone is the main reason for the deterioration of the quality of the architectural product as the complexity of the projects makes it a multi-disciplinary work; then, the Integrative Design Process (IDP) must be applied in the architectural firm especially from the early design phases to improve the product’s quality and to eliminate the ignorance of the principles of design causing the occurrence of low-grade buildings. The research explores the Integrative Design (ID) principles that fit in the architectural practice. Constraints facing this application are presented with strategies and solutions to overcome them. A survey questionnaire was conducted to collect data from a number of recognized Egyptian Architecture, Engineering and Construction (AEC) firms that explores their opinions on using the IDP. This survey emphasizes the importance of the IDP in firms and presents the reasons preventing the firms from applying the IDP. The aim here is to investigate the potentials of integrating this approach into architectural firms emphasizing the importance of this application which ensures the realization of the project’s goal and eliminates the reduction in the project’s quality.
  • Capture Zone of a Well Field in an Aquifer Bounded by Two Parallel Streams
    Authors: S. Nagheli, N. Samani, D. A. Barry, Keywords: Complex potential, conformal mapping, groundwater remediation, image well theory, Laplace’s equation, superposition principle. DOI:10.5281/zenodo.1316383 Abstract: In this paper, the velocity potential and stream function of capture zone for a well field in an aquifer bounded by two parallel streams with or without a uniform regional flow of any directions are presented. The well field includes any number of extraction or injection wells or a combination of both types with any pumping rates. To delineate the capture envelope, the potential and streamlines equations are derived by conformal mapping method. This method can help us to release constrains of other methods. The equations can be applied as useful tools to design in-situ groundwater remediation systems, to evaluate the surface–subsurface water interaction and to manage the water resources.
  • Seismic Behavior of a Jumbo Container Crane in the Low Seismicity Zone Using Time-History Analyses
    Authors: Huy Q. Tran, Bac V. Nguyen, Choonghyun Kang, Jungwon Huh, Keywords: Jumbo container crane, portal drift, time history analysis, total base shear. DOI:10.5281/zenodo.1315555 Abstract: Jumbo container crane is an important part of port structures that needs to be designed properly, even when the port locates in low seismicity zone such as in Korea. In this paper, 30 artificial ground motions derived from the elastic response spectra of Korean Building Code (2005) are used for time history analysis. It is found that the uplift might not occur in this analysis when the crane locates in the low seismic zone. Therefore, a selection of a pinned or a gap element for base supporting has not much effect on the determination of the total base shear. The relationships between the total base shear and peak ground acceleration (PGA) and the relationships between the portal drift and the PGA are proposed in this study.
  • Critical Approach to Define the Architectural Structure of a Health Prototype in a Rural Area of Brazil
    Authors: Domenico Chizzoniti, Monica Moscatelli, Letizia Cattani, Luca Preis, Keywords: Architectural typology, Developing countries, Local construction techniques, Primary health care. DOI:10.5281/zenodo.1314600 Abstract: A primary healthcare facility in developing countries should be a multifunctional space able to respond to different requirements: Flexibility, modularity, aggregation and reversibility. These basic features could be better satisfied if applied to an architectural artifact that complies with the typological, figurative and constructive aspects of the context in which it is located. Therefore, the purpose of this paper is to identify a procedure that can define the figurative aspects of the architectural structure of the health prototype for the marginal areas of developing countries through a critical approach. The application context is the rural areas of the Northeast of Bahia in Brazil. The prototype should be located in the rural district of Quingoma, in the municipality of Lauro de Freitas, a particular place where there is still a cultural fusion of black and indigenous populations. Based on the historical analysis of settlement strategies and architectural structures in spaces of public interest or collective use, this paper aims to provide a procedure able to identify the categories and rules underlying typological and figurative aspects, in order to detect significant and generalizable elements, as well as materials and constructive techniques typically adopted in the rural areas of Brazil. The object of this work is therefore not only the recovery of certain constructive approaches but also the development of a procedure that integrates the requirements of the primary healthcare prototype with its surrounding economic, social, cultural, settlement and figurative conditions.
  • Photocatalytic Active Surface of LWSCC Architectural Concretes
    Authors: P. Novosad, L. Osuska, M. Tazky, T. Tazky, Keywords: Photocatalytic concretes, titanium dioxide, architectural concretes, LWSCC. DOI:10.5281/zenodo.1132761 Abstract: Current trends in the building industry are oriented towards the reduction of maintenance costs and the ecological benefits of buildings or building materials. Surface treatment of building materials with photocatalytic active titanium dioxide added into concrete can offer a good solution in this context. Architectural concrete has one disadvantage – dust and fouling keep settling on its surface, diminishing its aesthetic value and increasing maintenance e costs. Concrete surface – silicate material with open porosity – fulfils the conditions of effective photocatalysis, in particular, the self-cleaning properties of surfaces. This modern material is advantageous in particular for direct finishing and architectural concrete applications. If photoactive titanium dioxide is part of the top layers of road concrete on busy roads and the facades of the buildings surrounding these roads, exhaust fumes can be degraded with the aid of sunshine; hence, environmental load will decrease. It is clear that options for removing pollutants like nitrogen oxides (NOx) must be found. Not only do these gases present a health risk, they also cause the degradation of the surfaces of concrete structures. The photocatalytic properties of titanium dioxide can in the long term contribute to the enhanced appearance of surface layers and eliminate harmful pollutants dispersed in the air, and facilitate the conversion of pollutants into less toxic forms (e.g., NOx to HNO3). This paper describes verification of the photocatalytic properties of titanium dioxide and presents the results of mechanical and physical tests on samples of architectural lightweight self-compacting concretes (LWSCC). The very essence of the use of LWSCC is their rheological ability to seep into otherwise extremely hard accessible or inaccessible construction areas, or sections thereof where concrete compacting will be a problem, or where vibration is completely excluded. They are also able to create a solid monolithic element with a large variety of shapes; the concrete will at the same meet the requirements of both chemical aggression and the influences of the surrounding environment. Due to their viscosity, LWSCCs are able to imprint the formwork elements into their structure and thus create high quality lightweight architectural concretes.
  • A Study on Application of Elastic Theory for Computing Flexural Stresses in Preflex Beam
    Authors: Nasiri Ahmadullah, Shimozato Tetsuhiro, Masayuki Tai, Keywords: Composite girder, elastic theory, preflex beam, prestressing. DOI:10.5281/zenodo.1132351 Abstract: This paper presents the step-by-step procedure for using Elastic Theory to calculate the internal stresses in composite bridge girders prestressed by the Preflexing Technology, called Prebeam in Japan and Preflex beam worldwide. Elastic Theory approaches preflex beams the same way as it does the conventional composite girders. Since preflex beam undergoes different stages of construction, calculations are made using different sectional and material properties. Stresses are calculated in every stage using the properties of the specific section. Stress accumulation gives the available stress in a section of interest. Concrete presence in the section implies prestress loss due to creep and shrinkage, however; more work is required to be done in this field. In addition to the graphical presentation of this application, this paper further discusses important notes of graphical comparison between the results of an experimental-only research carried out on a preflex beam, with the results of simulation based on the elastic theory approach, for an identical beam using Finite Element Modeling (FEM) by the author.
  • Elemental Graph Data Model: A Semantic and Topological Representation of Building Elements
    Authors: Yasmeen A. S. Essawy, Khaled Nassar, Keywords: Building information modeling, elemental graph data model, geometric and topological data models, and graph theory. DOI:10.5281/zenodo.1132216 Abstract: With the rapid increase of complexity in the building industry, professionals in the A/E/C industry were forced to adopt Building Information Modeling (BIM) in order to enhance the communication between the different project stakeholders throughout the project life cycle and create a semantic object-oriented building model that can support geometric-topological analysis of building elements during design and construction. This paper presents a model that extracts topological relationships and geometrical properties of building elements from an existing fully designed BIM, and maps this information into a directed acyclic Elemental Graph Data Model (EGDM). The model incorporates BIM-based search algorithms for automatic deduction of geometrical data and topological relationships for each building element type. Using graph search algorithms, such as Depth First Search (DFS) and topological sortings, all possible construction sequences can be generated and compared against production and construction rules to generate an optimized construction sequence and its associated schedule. The model is implemented in a C# platform.