Civil and Structural Engineering Research

Silos are special structures subjected to many different unconventional loading conditions, which result in unusual failure modes. Failure of a silo can be devastating as it can result in loss of the container, contamination of the material it contains, loss of material, cleanup, replacement costs, environmental damag…

• ZEKİ KARACA

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• MEHRZAD MOHABBI

Maintenance of bridge deck joints is a costly problem. Debris accumulation in the joints can restrain deck expansion, causing undesirable forces in the deck and damage to the structure. Water leaking through the joints is a major cause for the deterioration of bridge girder bearings and supporting structures. Therefor…

• ALP CANER

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• ERHAN GÜNEYİSİ

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• ŞEREF ORUÇ

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• ADEM DOĞANGÜN

ABSTRACT Historical structures, which constitute a very important part of our cultural heritage, should be well protected. Full comprehension of the structural behavior of historical structures is of prior importance for their protection. Due to the typical arch behavior, which is easily figured out, masonry arch brid…

The minarets, which attract attention with their height and independent building form, reveal the symbolic structural form of Islamic architecture. Minarets are vulnerable to fail under lateral dynamic effects such as earthquakes since their forms are slender and tall. Therefore, especially in seismic risk areas, it i…

• PINAR USTA EVCİ

This paper presents the results of an experimental study of semiintegral bridge abutments. Primary interests were to investigate (1) potential problems with the particular detail tested; (2) rotational characteristics of the semiintegral abutments; and (3) ability of the specimens to withstand cyclic loading induced b…

• SAMİ ARSOY

One technique for strengthening masonry infill walls against seismic lateral forces permitted by the Turkish Seismic Code is to add a plaster layer with mesh reinforcement to one face of the wall. The study described in this paper was performed to test and analyse the effectiveness of this technique for lateral loads.…

• ÇAĞATAY MEHMET BELGİN

One technique for strengthening masonry infill walls against seismic lateral forces permitted by the Turkish Seismic Code is to add a plaster layer with mesh reinforcement to one face of the wall. The study described in this paper was performed to test and analyse the effectiveness of this technique for lateral loads.…

• ÖZGÜR ANIL
• YAĞMUR KOPRAMAN

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• MURAT DİCLELİ