Simultaneous Inversion of Layered Velocity and Density Profiles Using Direct Waveform Inversion (DWI): 1D Case

To better interpret the subsurface structures and characterize the reservoir, a depth model quantifying P-wave velocity together with additional rock’s physical parameters such as density, the S-wave velocity, and anisotropy is always preferred by geologists and engineers. Tradeoffs among different parameters can bring extra challenges to the seismic inversion process. In this study, we propose and test the Direct Waveform Inversion (DWI) scheme to simultaneously invert for 1D layered velocity and density profiles, using reflection seismic waveforms recorded on the surface. The recorded data includes primary reflections and interbed multiples. DWI is implemented in the time-space domain then followed by a wavefield extrapolation to downward continue the source and receiver. By explicitly enforcing the wavefield time-space causality, DWI can recursively determine the subsurface seismic structure in a local layer-by-layer fashion for both sharp interfaces and the properties of the layers, from shallow to deep depths. DWI is different from the layer stripping methods in the frequency domain. By not requiring a global initial model, DWI also avoids many nonlinear optimization problems, such as the local minima or the need for an accurate initial model in most waveform inversion schemes. Two numerical tests show the validity of this DWI scheme serving as a new strategy for multi-parameter seismic inversion.

Field Test for a Base Isolation Structure on Condition of Horizontal and Initial Displacement

There are a few isolated structures that have been subjected to seismic testing. An isolated structure is incapable of tracking, adjusting, and controlling its dynamic characteristics. As a result, field evaluations of solitary structures’ dynamic characteristics are important. The horizontal initial displacement of a base isolation kindergarten made of 46 isolation bearings is 75 mm. The method for creating the horizontal initial displacement condition is illustrated, as are the primary test findings. Horizontal initial displacement is accomplished with the assistance of a reaction wall, rods, and hydraulic pump system. To begin, we removed the building using hydraulic jacks to produce horizontal displacement of the isolation layer and then attached rods to support the building. The rods were then shot and unloaded, causing the building to shake freely, and its dynamic response and other parameters were tested. The results indicate that the natural vibration period of an isolated structure is much greater than the natural vibration period of a seismic structure. The isolation layer’s hysteretic curve as completely filled; upon unloading, the isolation layer as promptly reset; the dynamic response control effect of each was visible, but the top floor’s acceleration was magnified by approximately 1.27 times.

STUDI IDENTIFIKASI PERANGKAP HIDROKARBON PALEOGEN - NEOGEN DI PERAIRAN WOKAM ARU UTARA, PAPUA BARAT: DATA UTAMA HASIL SURVEI GEOMARIN III

ABSTRAKPerairan Wokam Aru Utara, Papua Barat merupakan bagian tepi utara passive margin Mesozoik Arafura – Australia. Hasil survei dengan KR. Geomarin III di perairan Wokam 2014 diperoleh lintasan seismik Multi Kanal 1.182 km, dan pemeruman batimetri/sub bottom profiles (SBP) 1.510 km. Metode dilakukan interpretasi penampang seismik hasil survei, pengikatan sumur pemboran dan seismik, analisis petrofisika dan pemetaaan geologi bawah permukaan. Pada penampang seismik telah dilakukan interpretasi aspek struktur geologi dan perlapisan sedimen yang sebelumnya telah diikat dengan data sumur ASA-1X, ASM-1X dan ASB-1X untuk tiga horizon yaitu Top Neogen, Top Paleogen dan Base PaleogenPeta bawah permukaan Paleogen – Neogen menunjukan beberapa klosur yang berpotensi di bagian batas paparan dengan palung Aru serta bagian barat. Pada bagian Tenggara terdapat kenampakan onlapping sedimentasi Tipe struktural yang berkembang sebagai perangkap secara dominan berupa graben – half graben dan tilted faul. Onlaping sedimentasi yang mebaji juga dapat berpotensi.Struktur geologi pada area penelitian secara umum dikontrol oleh sesar utama Zona Sesar Palung Aru Utara di tepian paparan sampai lereng, mengarah utara - timur laut ke selatan - barat daya. Struktur ikutan yaitu sesar-sesar normal mengarah utara - timur laut ke selatan - barat daya di paparan sebelah timur zonar sesar utama.Studi awal potensi migas ini teridentifikasi empat lokasi potensi perangkap hidrokarbon dari umur Paleogen - Neogen, yaitu satu lokasi dari Peta Base Paleogen, dua lokasi Top Paleogen dan satu lokasi Top Neogen. kata kunci: Wokam, Aru, migas, seismik, struktur, interpretasi, jebakan, Geomarin III ABSTRACTThe waters of Wokam North Aru, West Papua are part of the northern edge of the Mesozoic passive margin of Arafura - Australia. Survey results with KR. Geomarin III in the waters of Wokam 2014 obtained a multi-channel seismic trajectory of 1,182 km, and bathymarism/sub bottom profiles (SBP) 1,510 km. The method is to interpret the seismic cross-section of the survey results, tie drilling and seismic wells, petrophysical analysis and mapping the subsurface geology. In the seismic section, an interpretation of the structural aspects of the geology and sediment layers has been carried out previously tied to data from the ASA-1X, ASM-1X and ASB-1X wells for three horizons, namely Top Neogen, Top Paleogene and Base Paleogene.The subsurface map of the Paleogene - Neogeneous surface shows several potential closures in the exposure boundary with the Aru Trench as well as the western part. In the Southeast, there is the appearance of sedimentation onlapping. Structural types that develop as traps are predominantly graben - half graben and tilted fault. The onlaping sedimentation also has potential. The geological structure in the study area is generally controlled by the main fault of the North Aru Trench Zone on the edge of the exposure to the slope, heading north - northeast to south - southwest. Follow-up structures are normal faults pointing north - northeast to south - southwest on the eastern exposure of the main fault zone.This preliminary study of oil and gas potential identified four potential locations for hydrocarbon traps from the Paleogene - Neogene age, namely one location from the Paleogene Base Map, two Top Paleogene locations and one Top Neogen location.Keyword: Wokam, Aru, oil and gas, seismic, structure, interpretation, traps, Geomarin III

Improving integration of seismic retrofit and architecture in unreinforced masonry buildings

<p>This thesis bridges architecture and seismic engineering. These two disciplines, despite being closely interrelated especially in earthquake-prone countries like New Zealand, often operate separately. This observation is particularly relevant when examining the integration of seismic retrofit and architecture. While technical solutions along with design methodologies and legislation have been continuously improved over the last decades, the relationship between architecture and seismic retrofit remains overlooked. An acknowledgment that architecture is a legitimate component of seismic retrofit design introduces the potential for retrofitted buildings to reach both adequate earthquake resistance and even have enhanced architecture quality. Some retrofit guidance documents draw attention to architecture, yet their approaches, commonly taking the form of guidelines or recommendations, focus on maintaining buildings' existing features. Little reflection on the integration of seismic retrofit and the architectural qualities of existing buildings is given. This leaves an unexplored area regarding the architectural impact seismic structure may have on existing buildings, whether negative, neutral, or positive. In this context, the thesis investigates the following question: How can the integration of seismic retrofit and architecture be improved? Such an inquiry requires an understanding of the practice of seismic retrofit through both structural engineering and architectural perspectives. To respond to the research question, the study utilises a qualitative research methodology using a multiple case study strategy. This includes the collection of building documentation, visits to selected seismically retrofitted unreinforced masonry buildings, and interviews with their architects and structural engineers. The thesis starts by reviewing the literature on the relationship between structure and architecture. Several authors emphasise how a structure's capacity to exceed its technical tasks by engaging with architecture can result in enriched projects. Following the transposition of generic relationships between structure and architecture into the context of seismic retrofit, the study explores the issue of integration in a 'real-life context' through five case studies. Each is investigated through the perspectives of architecture, seismic structure and design practice. The conditions and factors influencing integration are identified so awareness and recommendations can be made to introduce designers to new ways of approaching seismic retrofit design. The main conclusion of this research is that while integration between seismic retrofit and architecture can be improved, no standard solution applicable to all retrofit projects exists. Indeed, the thesis highlights the complexity of integration which is a combination of many variables. These variables include among others, time of involvement of the architect, type of seismic structure, and extent of interior refurbishment. Designers need to be aware of certain conditions and positive factors they can draw upon for successful integration as well as negative ones they should avoid.</p>

Improving integration of seismic retrofit and architecture in unreinforced masonry buildings

<p>This thesis bridges architecture and seismic engineering. These two disciplines, despite being closely interrelated especially in earthquake-prone countries like New Zealand, often operate separately. This observation is particularly relevant when examining the integration of seismic retrofit and architecture. While technical solutions along with design methodologies and legislation have been continuously improved over the last decades, the relationship between architecture and seismic retrofit remains overlooked. An acknowledgment that architecture is a legitimate component of seismic retrofit design introduces the potential for retrofitted buildings to reach both adequate earthquake resistance and even have enhanced architecture quality. Some retrofit guidance documents draw attention to architecture, yet their approaches, commonly taking the form of guidelines or recommendations, focus on maintaining buildings' existing features. Little reflection on the integration of seismic retrofit and the architectural qualities of existing buildings is given. This leaves an unexplored area regarding the architectural impact seismic structure may have on existing buildings, whether negative, neutral, or positive. In this context, the thesis investigates the following question: How can the integration of seismic retrofit and architecture be improved? Such an inquiry requires an understanding of the practice of seismic retrofit through both structural engineering and architectural perspectives. To respond to the research question, the study utilises a qualitative research methodology using a multiple case study strategy. This includes the collection of building documentation, visits to selected seismically retrofitted unreinforced masonry buildings, and interviews with their architects and structural engineers. The thesis starts by reviewing the literature on the relationship between structure and architecture. Several authors emphasise how a structure's capacity to exceed its technical tasks by engaging with architecture can result in enriched projects. Following the transposition of generic relationships between structure and architecture into the context of seismic retrofit, the study explores the issue of integration in a 'real-life context' through five case studies. Each is investigated through the perspectives of architecture, seismic structure and design practice. The conditions and factors influencing integration are identified so awareness and recommendations can be made to introduce designers to new ways of approaching seismic retrofit design. The main conclusion of this research is that while integration between seismic retrofit and architecture can be improved, no standard solution applicable to all retrofit projects exists. Indeed, the thesis highlights the complexity of integration which is a combination of many variables. These variables include among others, time of involvement of the architect, type of seismic structure, and extent of interior refurbishment. Designers need to be aware of certain conditions and positive factors they can draw upon for successful integration as well as negative ones they should avoid.</p>

Comparative Analysis of Structure with and without Seismic Load

Engineers are mostly adopting complex non-linear methods to research multi-storey residential apartment structure to withstand earthquake forces. This paper uses much simpler Equivalent Static method to analyse G+5 storey structure to repel earthquake forces using Staad pro software. The seismic analysis is further compared with non-seismic analysis of an equivalent structure using dead load + super load combination. it had been observed that the seismic results obtained consisted of significantly increased maximum moments and shear forces than the non-seismic analysis From past earthquakes it is proved that many of structure ar completely or partly broken because of earthquake. So, it’s a necessity to figure out unstable responses of such structures. The main aim of the present work is to make a comparative study of seismic and non-Seismic structure. The analysis was performed as per the specification of IS codes IS 1893, IS 875, IS 456:2000.

Dynamic Response Analysis of a Multiple Square Loops-String Dome under Seismic Excitation

The interaction between multiple loops and string cables complicates the dynamic response of triple square loops-string dome structures under seismic excitation. The internal connection between the multiple square loops-string cables and the grid beams was studies to provide a favorable reference for an anti-seismic structure. With a finite element model of the Fuzhou Strait Olympic Sports Center Gymnasium, established by SAP2000 software, the structural dynamic characteristic parameters were obtained first, and then this study adopted a time-history analysis method to study the internal force response of the cables and the roof grid beams of the multiple square loops-string dome (MSLSD) under three types of seismic array excitation. The influence of two factors, namely the seismic pulse and the near and far seismic fields, on the dynamic response of this structure was analyzed by three groups of different types of seismic excitation (PNF, NNF, PFF). As shown from the results, the first three-order vibration modes were torsional deformations caused by cables, the last five were mainly the overall roof plane vibration and antisymmetric vibration. Under the excitation of the three seismic arrays, the internal force responses of stay cables, square cables in the outer ring and the string cables were largest, while the maximum internal force response of the struts changed with the direction of seismic excitation. The largest internal force response of the roof grid beams occurred in local components such as BX3, BX7 and BY7, and the largest deformation of the beam nodes occurred in JX7, JX12 and JY4. In general, the seismic pulse and the near seismic field weakened the internal force response of the struts and cables but increased the internal force response and deformation of the dome beams, while the near and far seismic fields outweighed the seismic pulse. All the above provides an important reference for structural monitoring and seismic resistance.

Comparative analysis of vertical irregularities on high rise structure considering various parameters

Now, every day tall constructing structures constructed around the goal of residential and industrial cause etc. Layout of tall buildings both earthquake as well as wind loads got to be take into considered. An irregular structure, failure of structure starts at a point of its weakness and those weaknesses comesups withs separation of mass, stiffness and geometry of that models. The structures having this kinds of discontinuity are called Irregular structures. (H, J, & darshan, 2017) [2]. For example,Structures with the soft storey were the foremost remarkable fallen structures. Therefore, the impact of vertical alignment within the seismic structure of buildings is very significant. The changes in durability and size provide powerful features of those structures that are completely different from the standard structure. For this present evaluation ‘ETABS’ software package is employed. All Reinforced Concrete structural elements are follows as per ‘IS 456:2000 (Plane and Reinforce Concrete-Code of Practice, Bureau of Indian Standard)’. Seismic load follows with respect to IS 1893:2016 along with self-weight of modelles for analysis of the structure. Here 2 kinds of buildings of (G+15) were created one is regular structure and alternative one Mass irregular. To observe, Effect of lateral in both buildings using Seismic load and to check the results,most of maximum displacement for various models and various parameters.