Strengthening and Modernization of a Characteristic Masonry Building in Vienna, Austria

2020 ◽  
pp. 173-192
Author(s):  
Dimitrios Stefanoudakis ◽  
Eftychia Apostolidi
Keyword(s):  
Structural Analysis ◽  
Main Part ◽  
Analysis Data ◽  
Masonry Building ◽  
Historical Buildings ◽  
Building Stock ◽  
Before And After

Historical buildings from the period of Promoterism constructed between 1850 and 1910, called “Gründezeitgebäude,” represent a main part of the building stock in Vienna. A typical building from this period is presented, along with the pathology of such buildings. A step-by-step strengthening and modernization strategy is described, including structural analysis data and design of sections data before and after interventions, along with detailing according to the respective codes.

scholarly journals Fragility curves for Italian URM buildings based on a hybrid method

2021 ◽  
Author(s):  
A. Sandoli ◽  
G. P. Lignola ◽  
B. Calderoni ◽  
A. Prota
Keyword(s):  
Seismic Vulnerability ◽  
Fragility Curves ◽  
Limit State ◽  
Ultimate Limit State ◽  
Masonry Building ◽  
Masonry Buildings ◽  
Seismic Behaviour ◽  
Building Stock ◽  
Ground Acceleration ◽  
Damage Scenario

AbstractA hybrid seismic fragility model for territorial-scale seismic vulnerability assessment of masonry buildings is developed and presented in this paper. The method combines expert-judgment and mechanical approaches to derive typological fragility curves for Italian residential masonry building stock. The first classifies Italian masonry buildings in five different typological classes as function of age of construction, structural typology, and seismic behaviour and damaging of buildings observed following the most severe earthquakes occurred in Italy. The second, based on numerical analyses results conducted on building prototypes, provides all the parameters necessary for developing fragility functions. Peak-Ground Acceleration (PGA) at Ultimate Limit State attainable by each building’s class has been chosen as an Intensity Measure to represent fragility curves: three types of curve have been developed, each referred to mean, maximum and minimum value of PGAs defined for each building class. To represent the expected damage scenario for increasing earthquake intensities, a correlation between PGAs and Mercalli-Cancani-Sieber macroseismic intensity scale has been used and the corresponding fragility curves developed. Results show that the proposed building’s classes are representative of the Italian masonry building stock and that fragility curves are effective for predicting both seismic vulnerability and expected damage scenarios for seismic-prone areas. Finally, the fragility curves have been compared with empirical curves obtained through a macroseismic approach on Italian masonry buildings available in literature, underlining the differences between the methods.

scholarly journals Perbandingan Persentase Lemak Tubuh Sebelum dan Setelah Melakukan Senam Zumba pada Wanita Dewasa

2018 ◽  
Vol 6 (2) ◽  
Author(s):  
Brigitta A. Tendean ◽  
Damajanty H. C. Pangemanan ◽  
Ivonny M. Sapulete
Keyword(s):  
Body Fat ◽  
Bioelectrical Impedance ◽  
Impedance Analysis ◽  
Analysis Data ◽  
Rank Test ◽  
Body Fat Percentage ◽  
Fat Percentage ◽  
Percentage Of Body Fat ◽  
Before And After ◽  
Signed Rank Test

Abstract: Physical activity is a body movement produced by skeletal muscles which requires energy. Lack of physical activity has a negative impact, one of which is an increase in body fat percentage above the normal threshold or often associated with obesity. Zumba is one of the popular aerobic exercises in the form of dancing. This study was aimed to compare the percentage of body fat before and after undertaking Zumba exercise in adult woman. This was an experimental field study with the one group pretest-posttest design. Samples were obtained by using total sampling technique. Zumba exercise was undertaken for 4 weeks, 3 times a week for 60 minutes. The percentage of body fat was measured by using an instrument based on Bioelectrical Impedance Analysis. Data were analyzed with the Wilcoxon Signed Rank test. The results showed that l6 subjects were involved in this study. The mean percentage of body fat percentage before Zumba exercise was 39.300% (SD±8.1041) meanwhile the mean percentage of body fat percentage after Zumba exercise was 39.031% (SD±7.9232). The statistical analysis to compare the body fat percentage before and after doing Zumba exercise obtained a P value of 0.065. Conclusion: There was no significant difference in body fat percentage before and after undertaking 4-week Zumba exercise among adult females.Keywords: body fat percentage, Zumba exercise Abstrak: Aktivitas fisik merupakan gerakan tubuh yang dihasilkan otot rangka yang memer-lukan energi. Kurangnya aktivitas fisik seperti olahraga memiliki dampak negatif, salah satunya peningkatan persentase lemak tubuh di atas ambang normal atau obesitas. Olahraga yang sedang popular belakangan ini ialah senam Zumba, yaitu latihan aerobik dalam bentuk tarian. Penelitian ini bertujuan untuk mengetahui perbandingan persentase lemak tubuh sebelum dan setelah melakukan senam zumba pada wanita dewasa. Jenis penelitian ialah eksperimental lapangan dengan desain one group pretest-posttest. Teknik sampling yang digunakan ialah total sampling. Senam Zumba dilakukan selama 4 minggu dengan frekuensi 3 kali seminggu yang berdurasi 60 menit. Persentase lemak tubuh diukur menggunakan alat berbasis bioelectrical impedance analysis. Data penelitian dianalisis dengan uji Wilcoxon Signed Rank Test. Hasil penelitian mendapatkan 16 subjek. Rerata persentase lemak tubuh sebelum senam Zumba yaitu 39,300% (SD±8,1041). Rerata persentase lemak tubuh setelah senam Zumba yaitu 39,031% (SD±7,9232). Hasil uji perbandingan persentase lemak tubuh sebelum dan setelah melakukan senam zumba menunjukkan nilai P=0,065. Simpulan: Tidak terdapat perbedaan bermakna dari persentase lemak tubuh sebelum dan setelah melakukan senam zumba selama 4 minggu pada wanita dewasa.Kata kunci: persentase lemak tubuh, senam Zumba

Seismic Vulnerability Assessment of Masonry Building from Ottoman Period in Bosnia and Herzegovina

2015 ◽  
pp. 734-764
Author(s):  
Mustafa Hrasnica ◽  
Amir Čaušević ◽  
Nerman Rustempašić
Keyword(s):  
Bosnia And Herzegovina ◽  
Seismic Vulnerability ◽  
Stone Masonry ◽  
Masonry Building ◽  
Masonry Structures ◽  
Historical Buildings ◽  
Traditional Art ◽  
South East Europe ◽  
Structural Engineers ◽  
Scale Design

Traditional art of building in Bosnia and Herzegovina comprises brick or stone masonry structures. Most historical buildings belonging to national cultural heritage were made of stone-masonry. The country is situated in seismic active region of South-East Europe. In the case of strong earthquake motion such buildings could suffer heavy damages. Some structural elements of historical buildings, as domes and arches, cracked already by moderate earthquake but without the loss of stability. Substantial damages were caused by recent war disaster. Damages could be accumulated through the history as well. Generally, stone-masonry buildings in Bosnia and Herzegovina can be classified in vulnerability classes between A and C according to European Macroseismic Scale. Design and construction procedures for rehabilitation are presented here with examples of repair and strengthening of mosques, which present historical stone masonry structures dating from the Ottoman period in Bosnia and Herzegovina. Traditional and contemporary materials were used for their rehabilitation. It is important to preserve original forms, especially those of damaged elements. The challenge for structural engineers and architects was to find equilibrium between aesthetical and structural demands.

Seismic Vulnerability Assessment of Masonry Building from Ottoman Period in Bosnia and Herzegovina

2019 ◽  
pp. 1142-1173
Author(s):  
Mustafa Hrasnica ◽  
Amir Čaušević ◽  
Nerman Rustempašić
Keyword(s):  
Bosnia And Herzegovina ◽  
Seismic Vulnerability ◽  
Stone Masonry ◽  
Masonry Building ◽  
Masonry Structures ◽  
Historical Buildings ◽  
Traditional Art ◽  
South East Europe ◽  
Structural Engineers ◽  
Scale Design

Traditional art of building in Bosnia and Herzegovina comprises brick or stone masonry structures. Most historical buildings belonging to national cultural heritage were made of stone-masonry. The country is situated in seismic active region of South-East Europe. In the case of strong earthquake motion such buildings could suffer heavy damages. Some structural elements of historical buildings, as domes and arches, cracked already by moderate earthquake but without the loss of stability. Substantial damages were caused by recent war disaster. Damages could be accumulated through the history as well. Generally, stone-masonry buildings in Bosnia and Herzegovina can be classified in vulnerability classes between A and C according to European Macroseismic Scale. Design and construction procedures for rehabilitation are presented here with examples of repair and strengthening of mosques, which present historical stone masonry structures dating from the Ottoman period in Bosnia and Herzegovina. Traditional and contemporary materials were used for their rehabilitation. It is important to preserve original forms, especially those of damaged elements. The challenge for structural engineers and architects was to find equilibrium between aesthetical and structural demands.

Stabilization and Strengthening the Foundation of the Two Entrance Gates of the Holy Shrine of Imam Reza (PBUH)

2010 ◽  
Vol 133-134 ◽  
pp. 891-896
Author(s):  
Peyman Homami ◽  
Mahmood Golabchi
Keyword(s):  
Structural Analysis ◽  
Structural System ◽  
Historical Buildings ◽  
The Times ◽  
The City

This paper presents the structural analysis and constructional method for the stabilization and strengthening of the foundation of the two entrance gates in Holy Shrine of Imam Reza (PBUH). The holy shrine of Imam Reza (PBUH) is a great complex in the city of Mashhad in Iran. It was founded nearly 1000 years ago and has developed and become extensive through the times. There are several entrances and wide courts around the oldest section in the centre of the complex. Recently, the extension scopes of this complex, required excavation and construction in the basements near the two main gates, called Saat and Naghareh Khaneh Edifice. These activities, near the 400 years old edifices, needed special mobilization, like, monitoring the historical buildings and strengthening their foundations. A deep study was performed, which pursued two purposes. The first purpose was to strengthen the foundation of the buildings and the second was to make a tunnel through the foundation of the buildings because of some operational benefits for the client. At the first glance these two purposes, seemed contradictory, but finally, a new structural system for the foundation were designed and built, which was able to carry the superstructure loads to the ground while a wide tunnel was constructed as well. Special scheduled sequences of construction were prepared, which was flexible and sufficiently reliable so as to overcome any undesirable circumstances and obstacles. Monitoring the buildings behaviour during the constructional phase was conducted to assist the execution directions. This project was carried out successfully and it is in use.

scholarly journals An Integrated HBIM Simulation Approach for Energy Retrofit of Historical Buildings Implemented in a Case Study of a Medieval Fortress in Italy

Energies ◽  
2020 ◽  
Vol 13 (10) ◽  
pp. 2601 ◽  
Author(s):  
Cristina Piselli ◽  
Jessica Romanelli ◽  
Matteo Di Grazia ◽  
Augusto Gavagni ◽  
Elisa Moretti ◽  
...  
Keyword(s):  
Central Italy ◽  
Energy Performance ◽  
Information Modeling ◽  
Integrated Modelling ◽  
Water Tank ◽  
Hvac System ◽  
Historical Buildings ◽  
Building Stock ◽  
Energy Retrofit

The Italian building stock consists of buildings mainly constructed until the mid-20th century using pre-industrial construction techniques. These buildings require energy refurbishment that takes into account the preservation of their architectural heritage. In this view, this work studies an innovative integrated modelling and simulation framework consisting of the implementation of Historical Building Information Modeling (HBIM) for the energy retrofit of historical buildings with renewable geothermal HVAC system. To this aim, the field case study is part of a medieval complex in Central Italy (Perugia), as representative ancient rural offshore architecture in the European countryside. The system involves of a ground source heat pump, a water tank for thermal-energy storage connected to a low-temperature radiant system, and an air-handling unit. The building heating energy performance, typically influenced by thermal inertia in historical buildings, when coupled to the novel HVAC system, is comparatively assessed against a traditional scenario implementing a natural-gas boiler, and made inter-operative within the HBIM ad hoc platform. Results show that the innovative renewable energy system provides relevant benefits while preserving minor visual and architectural impact within the historical complex, and also in terms of both energy saving, CO2 emissions offset, and operation costs compared to the traditional existing system. The integrated HBIM approach may effectively drive the path toward regeneration and re-functioning of heritage in Europe.

Stereotactic radiosurgery of brainstem cavernous malformations: a systematic review and meta-analysis

2014 ◽  
Vol 120 (4) ◽  
pp. 982-987 ◽  
Author(s):  
Xin-Yu Lu ◽  
Hui Sun ◽  
Jian-Guo Xu ◽  
Qiao-Yu Li
Keyword(s):  
Systematic Review ◽  
Stereotactic Radiosurgery ◽  
Meta Analysis ◽  
Analysis Data ◽  
Scientific Publication ◽  
Neurological Deficits ◽  
Published Data ◽  
Cavernous Malformations ◽  
Before And After ◽  
High Operative Risk

Object Over the last two decades, stereotactic radiosurgery (SRS) has arisen as a promising approach in the management of brainstem cavernous malformations (CMs). In the present study, the authors report a systematic review and meta-analysis of the available published data regarding the radiosurgical management of brainstem CMs. Methods To identify eligible studies, systematic searches for brainstem CMs treated with SRS were conducted in major scientific publication databases. The search yielded 5 studies, which were included in the meta-analysis. Data from 178 patients with brainstem CMs were extracted. Hemorrhage rates before and after SRS were calculated, a meta-analysis was performed, and the risk ratio (RR) was determined. Results Four studies showed a statically significant reduction in the annual hemorrhage rate after SRS. The overall RR was 0.161 (95% CI 0.052–0.493; p = 0.001), and 21 patients (11.8%) had transient or permanent neurological deficits. Conclusions The present meta-analysis for the radiosurgical management of brainstem CMs shows that SRS can decrease the rate of repeat hemorrhage and has a low rate of adverse effects compared with surgery. The authors suggest that SRS may be considered as an alternative treatment for brainstem CMs that are inoperable or have a high operative risk.

Implications of cumulated seismic damage on the seismic performance of unreinforced masonry buildings

2014 ◽  
Vol 47 (2) ◽  
pp. 157-170 ◽  
Author(s):  
Amaryllis Mouyiannou ◽  
Andrea Penna ◽  
Maria Rota ◽  
Francesco Graziotti ◽  
Guido Magenes
Keyword(s):  
Nonlinear Dynamic ◽  
Fragility Curves ◽  
Seismic Damage ◽  
Unreinforced Masonry ◽  
Masonry Building ◽  
Masonry Buildings ◽  
Seismic Capacity ◽  
Building Stock ◽  
Dynamic Analyses ◽  
Nonlinear Dynamic Analyses

The seismic capacity of a structure is a function of the characteristics of the system as well as of its state, which is mainly affected by previous damage and deterioration. The cumulative damage from repeated shocks (for example during a seismic sequence or due to multiple events affecting an unrepaired building stock) affects the vulnerability of masonry buildings for subsequent events. This paper proposes an analytical methodology for the derivation of state-dependent fragility curves, taking into account cumulated seismic damage, whilst neglecting possible ageing effects. The methodology is based on nonlinear dynamic analyses of an equivalent single degree of freedom system, properly calibrated to reproduce the static and dynamic behaviour of the structure. An application of the proposed methodology to an unreinforced masonry case study building is also presented. The effect of cumulated damage on the seismic response of this prototype masonry building is further studied by means of nonlinear dynamic analyses with the accelerograms recorded during a real earthquake sequence that occurred in Canterbury (New Zealand) between 2010 and 2012.

Use of Structural Steel Frames for Structural Restoration of URM Historical Buildings in Seismic Areas

2017 ◽  
Vol 11 (04) ◽  
pp. 1750012
Author(s):  
Vail Karakale
Keyword(s):  
Structural Steel ◽  
Seismic Performance ◽  
Steel Frames ◽  
Masonry Building ◽  
Lateral Stiffness ◽  
Historic Buildings ◽  
Structural System ◽  
Historical Buildings ◽  
Structural Restoration ◽  
Historical Masonry

Historic buildings and monuments are an important part of our cultural heritage that must be protected and their sustainability ensured, especially when earthquakes occur. In this paper, a technique that uses structural steel frames is proposed as one way of strengthening unreinforced masonry (URM) in historical buildings. The idea underpinning this technique is to reduce the earthquake displacement demand on non-ductile URM walls by attaching steel frames to the building floors from inside. These frames run parallel to the structural system of the building and are fixed at their base to the existing foundation of the building. Furthermore, they are constructed rapidly, do not occupy architectural space, save the building’s historic fabric, and can be easily replaced after an earthquake if some minor damage ensues. The proposed technique was applied to a five-story historical masonry building in Istanbul. The results of seismic performance analysis indicate that even though the building has plan irregularities, the proposed steel frames are able to effectively enhance the building’s seismic performance by reducing inter-story drifts and increasing lateral stiffness and strength.

scholarly journals National and Constitutional Identity in the Case Law of the Court of Justice of the European Union

2017 ◽  
Vol 1 (2) ◽  
pp. 6-27
Author(s):  
Ondrej Hamuľák ◽  
David Kopal ◽  
Tanel Kerikmäe
Keyword(s):  
European Union ◽  
National Identity ◽  
Main Part ◽  
Case Law ◽  
Eu Law ◽  
The European Union ◽  
Court Of Justice ◽  
Introductory Part ◽  
Before And After ◽  
Constitutional Identity

The aim of this paper is to determine the position of the CJEU towards the national identity with regard to its case law and whether the Court gives preference to the national identity or to the primacy of EU law during the balancing between the constitutional principles and the interests of member states with EU law. The introductory part of the paper addresses the insertion and the development of the national identity clause in the primary law. Its main part consists of analysis of the case law of the CJEU, as well as of the opinions of Advocates General, in the period before and after the adoption of the Treaty of Lisbon.

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